Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
12051
04 Loj. See below for Finance Revenue Codes 7'z 4 QU44a AT RISK ENCROACHMENT PERMIT FT� PUBLIC WORKS CONSTRUCTION For the construction of public or private curbs,.driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. Subdivision Improvement Permit - Class III Minor Improve ant Permit - Class IV DATE: 8/28/201271 D LOCATION OF CONSTRUCTION: Avenue 52, Avenida Bermudas, Calle Sonora, Avenida Ramirez, Avenida Dia Calle Colima �-- PURPOSE OF CONSTRUCTION: Crown Castle LAD088-F, SHT 11, 12, 13, & 14 ONLY; Place Aerial Fiber Opti ab a on E Ming li .'e es 4 + DESCRIPTION OF CONSTRUCTION: Utility Fiber Optic Cable Placement. C1 101 DIMENSION OF INSTALLATION OR REMOVAL: N/A FfNAWCt: pEp Yq APPROXIMATE TIME WHEN WORK WILL BEGIN: 9/10/2012 TIME OF COMPLETION: 11/10/2012 ESTIMATED CONSTRUCTION COST: $44,487 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occuring as a proximate result of any work undertaken under the permit granted pursuant to this application. v . 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. Signa r of Applicant or Agent Crown Castle Int. - Steve Patino 1100 Dexter Ave, Suite 250, Seattle, WA 98109 805-234-1431 Name of Applicant Business Address Telephone No PWC, Inc. - Scott Ivey Name of Contractor and Job Foreman 597074 Contractor's License Number Old Republic General Insurance Corp. Applicant's Insurance Company FEES Subdivision Improvement Permit - Class I Minor Improvement Permit - Class I 900 W. Gladstone, San Dimas, CA 91773-1734 Business Address Finance Revenue Code Inspection Fee E_1 $1,335.00 Permit Fee EE=1 $100.00 As -Built Deposit E-A 0.00 Cash Deposit -Surety Bond, E -B $0.00 if required TOTAL $1,435.00 909-592-4321/714-348-7153 Telephone No. 106739 City Business License No A -ICG -968512-02 Policy Number Public Improvements: 3% of estimated construction costs Private Improvements: 3% of estimated construction costs PERMIT NUMBER: 12051 DATE ISSUED: rJ Z3 Zo / Z EXPIRATION Dq�E: ©�f 23 201 BY: x-l� . WORK INSPECTED'dY*: .XMR- WtOVAM PERMIT COMPLETION DATE*: 1 • ISS • I` -j If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 12051 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. 4 t f y 111 City of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (6) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC -800 shall be placed on a prepared sub -grade. The SC -800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of three inches (3") of SC -800 shall be placed immediately. A permanent patch of Asphalt Concrete surfacing per City of La Quinta Standard 600 shall be placed no later than ( 5 ) days after completion of temporary road repair. ❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. ® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. ® R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. 0 PERMIT NO. 12051 Crown Castle (LAD088-F) / Place Aerial Fiber Optic Cable on Existing Utility Poles / Avenue 52, Avenida Bermudas, Calle Sonora, Avenida Ramirez, Calle Colima, and Avenida Diaz 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 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. 4. This is an at -risk permit since not all locations of the proposed pole structures (node sites) are approved by the Planning Commission. 5. Door hangers shall be provided to all residents affected by the project at least 48hrs prior to start of any work. At a minimum, the door hanger shall provide the following information: a. Short description of the improvements. (Include Crown Castle as the applicant) b. Schedule of the improvements C. Phone numbers and individuals for questions and answers with the city being the last phone number, (760)-777-7075. 6. The permit is only for the placement of aerial fiber optic cable on existing utility poles -shown on Plan LAD088-F Sheet 11, 12, 13, and 14. The fiber optic cable placement on Sheets 3 to 10 will be permitted after the Planning Commission has approved all the proposed pole structures (node sites). All pole structures are to be approved and permitted separately by the Building & Safety Department. 7. 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. 8. The permittee shall not install any conduits by trench without prior approval of the City Engineer. 9. "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." 10. The permittee shall not install improvements with the intention of providing video transmission services unless the permittee obtains a valid Franchise Agreement. 11. 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. Special Conditions Page I of 7 f ' r it 1 PERMIT NO. 12051 Crown Castle (LAD088-F) / Place Aerial Fiber Optic Cable on Existing Utility Poles / Avenue 52, Avenida Bermudas, Calle Sonora, Avenida Ramirez, Calle Colima, and Avenida Diaz 12. 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. 13. 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. 14. 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. 15. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 16. Crown Castle (Steve Patino) and PWC, Inc. (Scott Ivey), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 17. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 18. 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. 19. 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. 20. 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. Special Conditions Page 2 of 7 PERMIT NO. 12051 Crown Castle (LAD088-F) / Place Aerial Fiber Optic Cable on Existing Utility Poles / Avenue 52, Avenida Bermudas, Calle Sonora, Avenida Ramirez, Calle Colima, and Avenida Diaz 21. 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. 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. 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. 24. 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. 25. 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. 26. 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 3 of 7 J PERMIT NO. 12051 Crown Castle (LAD088-F) / Place Aerial Fiber Optic Cable on Existing Utility Poles / Avenue 52, Avenida Bermudas, Calle Sonora, Avenida Ramirez, Calle Colima, and Avenida Diaz 27. 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. 28. 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. 29. The issuance of this permit and the City approval 4 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. 30. 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 31. 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. 32. 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 landowner whom is being encroached upon. 33. 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. 34. 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. Special Conditions Page 4 of 7 f i PERMIT NO. 12051 Crown Castle (LAD088-F) / Place Aerial Fiber Optic Cable on Existing Utility Poles / Avenue 52, Avenida Bermudas, Calle Sonora, Avenida Ramirez, Calle Colima, and Avenida Diaz 35. 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. 36. 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. 37. 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. 38. All landscaping, irrigation, decorative rock, decorative concrete, sidewalk, lighting, etc., shall be replaced to its original condition. 39. Access and egress to all local properties shall be maintained at all times. 40. - Pursuant to Section 14.16.3 75 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 Special Conditions Page 5 of 7 PERMIT NO. 12051 Crown Castle (LAD088-F) / Place Aerial Fiber Optic Cable on Existing Utility Poles / Avenue 52, Avenida Bermudas, Calle Sonora, Avenida Ramirez, Calle Colima, and Avenida Diaz Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. C. Permanent pavement replacement shall be installed using a City approved 3/4" max medium asphalt concrete as the base course lift and a City approved Y2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2 -AR -4000 asphalt concrete mix. The width of the cold milling area shall be as follows: • For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut removal lines. • For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater. • - For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of 3/4" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left 0.10' low in anticipation of grinding and capping. F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal loops shall be removed and replaced in kind. The finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. 41. 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. 42. 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. Special Conditions Page 6 of 7 t .. �. � 6 i ' � PERMIT NO. 12051 Crown Castle (LAD088-F) / Place Aerial Fiber Optic Cable on Existing Utility Poles / Avenue 52, Avenida Bermudas, Calle Sonora, Avenida Ramirez, Calle Colima, and Avenida Diaz 43. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 44. 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. 45. 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 7 of 7 r Right Hand Lane Closure on Far Side of Intersection CA MUTCDTA-22B (CA) (Modified) NOT TO SCALE r 91 34 Work Area Traffic Control Handbook Work ,n,,,; Mid Block Bike Lane Closure NOT TO SCALE r - ............ .., 30 Work Area Traffic Control Handbook ,j Work On Shoulders IN 3I' CA MUTCD TA -3 (Modified) N07 TO SCALE w Work Area Traffic Control Handbook 31 Mid Block Right Lane Closure NOT TO SCALE SHOULDER t 4� TYPICAL SHOULDER CLOSURE C] LN CLOSED W21 -SDR - SEE TABLE 1 FOR CONE SPACING WORK AREA O O 0 • SHOULDER ATE L/3 A AND LABLE 2 AND TA2 ADVANCE WARNING SIGNS, SEE TABLE 1 EE 7ABLE 12 SEE TABLE 3 • i • i • • a • a • • i • • 0 0 A A • • WORK AREA 0 0 O o SHOULDER Ali • - •SEE TABLE 1 FOR CONE SPACING SEE TABLE 1 5 0' �� TYPICAL LANE CLOSURE d AF�AD L W20-1 O C20 (CA)(R ) W4 -2R ❑A TABLE 1 TABLE 2 APPROACH a Min k Nin Max SPACING SPEED L L/3 OF CONES mph ft tt "ff 20 AND BELOW 80 30 20 • I EGFNn TRAFFIC CONE O TRAFFIC CONE (OPTIONAL TAPER) . TEMPORARY SIGN !� DIRECTION OF TRAVEL ® FLASHING ARROW SIGN (FAS) sad FAS SUPPORT OR TRAILER PORTABLE FLASHING BEACON DOWNGRADE APPROACH Nin Nin 0 a SPEED D -3X -6%. -9% mph ft ft ft ft 25 AND BELOW 155 158 165 173 30 200 205 215 227 35 2SO 257 271 287 40 30S 315 333 354 45 360 378 400 427 SO 425 446 . 474 507 OVER 50 SEE NOTE 3 a USE ON SUSTAINED DOWNGRADE STEEPER THAN -3 PERCENT AND LONGER THAN I NILE. SIGN PANEL SI7E (Mint Q 36" x 36" OB 36" x 1 B" TABLE 3 DISTANCE BETWEEN SIGNS ROAD TYPE Min A ft) URBAN (SPEED 25 Mph OR LESS) 100 URBAN (SPEED 30 mph OR MORE) 350 RURAL 500 EXPRESSWAY / FREEWAY SEE NOTE 3 NOTFS 1. Collforn IC a code are. designated by ICA). Otherwise, Federal (MUTCD) codes cre shorn. 2. A G20-2 "END ROAD WORK" sign, as appropriate, $hall Oe placed at the end of the Ione closure Unleee the and of work area le obvious, or ends' within o larger project's limits. 3. For approach. speeds over 50 mph, use the Traffic Control System for Lane Closure On Freeways And Expressroye" pion for lane closure details and requirements: 4. D I$ longitudinal Duffer apace and Is optional only when work area Is beyond the shoulder or cleor recovery Zane where therei$ no shoulder. G20-2 SEE NOTE 2 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION TRAFFIC CONTROL SYSTEM FOR LANE CLOSURE ON MULTILANE CONVENTIONAL HIGHWAYS NO SCALE . I 1 N O O a z a Work on Freeways and Expressways with 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). (a) Channelizer spacing shall be reduced in half at areas where work is taking place, on curves, or areas of head-on conflict. r4r Buffer space may be inserted in low speed urban areas and should be inserted in high speed urban and rural areas. Sign spacing in rural areas should be 500 R u : w .s .f a MINIMUM RECOMMENDED CHANNELIZING DEVICE AND SIGN SPACING t't SPEED'S' MPHR DIMENSION A SIGNSPACING() ft DIMENSION B MINIMUM MERGING TAPER L ft DIMENSION C MINIMUM SHIFTING TAPER 12 L ft DIMENSION D MINIMUM SHOULDER TAPER V3 L It DIMENSION E BUFFER SPACE 14) It MAXIMUM CHANNELIZER . SPACING TAPERP ft MAXIMUM CHANNELIZER 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 65(') 500 • 780 ' 390 260 682 50 100 Work on Freeways and Expressways with 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). (a) Channelizer spacing shall be reduced in half at areas where work is taking place, on curves, or areas of head-on conflict. r4r Buffer space may be inserted in low speed urban areas and should be inserted in high speed urban and rural areas. Sign spacing in rural areas should be 500 R u : w .s .f a ii i IID -684 (7x09) DATE IE Z I JED: 5-23-12 IID POLE ATTACHMENT APPLICATION FORM AUT RIZATI # P - ,S L1.JC ,1`11-O o �3/z.lt Z PAGE 1 OF 2 NO I, iftli-ITY REPRESENTATIVE DIVISION -AREA APPROVED BY PROJECT # T IID B. SIMONTON LA QUINTA Proposed by NewPath Networks =PATH S. WEINGARDT LA QUINTA 147728 POLE'NUMBER TOWN -RANGE -SECTION LENGTH YEAR LOCATION NEWPATH ON IID CR POLES 1 2 950490D 1046502D T6S-R6E-1 T6S-R6E-1 40' 45' UNKNOWN UNKNOWN CALLE SINALOA 575' E/O AVENIDA BERMUDAS CALLE SINALOA 395' E/O AVENIDA BERMUDAS 3 91690D T6S-R6E-1 40' UNKNOWN CALLE SINALOA 210' E/O AVENIDA BERMUDAS 4 5 0119721) 91'3131 D T6S-R6E-1 T6S-R6E-1 45' 55' UNKNOWN UNKNOWN CALLE SINALOA 40' E/O AVENIDA BERMUDAS CALLE SINALOA 150' P/P/W 100' E/O AVENIDA BERMUDAS 6 91!3132D T6S-R6E-1 55' UNKNOWN AVENIDA BERMUDAS 150' P/P/W 110' S/O CALLE SINOLOA 7 193801D T6S-R6E-1 55' UNKNOWN AVENIDA BERMUDAS 150' P/PMI 150' S/0 CALLE SINOLOA 8 913133D T6S-R6E-1 5�5---- LINKIV017VN A\7ENIflA BERMrt[}AS tS P/P!W 250' S/O C—AL-L-E-SINOLOA - 9 93802D T6S-R6E-1 55' UNKNOWN AVENIDA BERMUDAS 150' P/PMI 350' S/O CALLE SINOLOA 10 13134D T6S-R6E-1 55' UNKNOWN AVENIDA BERMUDAS 150' P/PMI 450' S/O CALLE SINOLOA 11 93803D T6S-R6E-1 55' UNKNOWN AVENIDA BERMUDAS 150' P/P/W 550' S/0 CALLE SINOLOA 12 1;203979D T6S-R6E-1 55' UNKNOWN AVENIDA BERMUDAS 150' P/P/W 1' N/O CALLE DURANGO 13 9 3135D T6S-R6E-1 55' UNKNOWN AVENIDA BERMUDAS P/P/W 110' S/O CALLE DURANGO 14 '92331D T6S-R6E-1 35' UNKNOWN AVENIDA BERMUDAS P/PMI 165'S/0 CALLE DURANGO 15 013138D T6S-R6E-1 55' UNKNOWN AVENIDA BERMUDAS P/P/W 165' S/O CALLE DURANGO 16 1203980D T6S-R6E-1 35' UNKNOWN AVENIDA BERMUDAS P/PMI 318'S/0 CALLE DURANGO 17 1052903D T6S-R6E-1 35' UNKNOWN AVENIDA BERMUDAS P/PMI 368' S/O CALLE DURANGO 18 1,206600D T6S-R6E-1 35' UNKNOWN AVENIDA BERMUDAS P/P/W 418'S/0 CALLE DURANGO 19 143981 D T6S-R6E-1 35' UNKNOWN AVENIDA BERMUDAS P/PMI 468'S/0 CALLE DURANGO 20 9�31'38D T6S-R6E-1 40' UNKNOWN AVENIDA BERMUDAS P/PMI 518' S/O CALLE DURANGO 21 j9,9300D T6S-R6E-1 45' UNKNOWN CALLE SONORA N/S 150' E/O AVENIDA NAVARRO 22 903742D T6S-R6E-1 45' 1960 CALLE SONORA N/S 150' W/O AVENIDA NAVARRO 23 19,14006D T6S-R6E-1 40' 1961 CALLE SONORA N/S 150' WO AVENIDA VILLA 24 (9'2175D T6S-R6E-1 40' UNKNOWN CALLE SONORA N/S 150' W/O AVENIDA MENDOZA 25 904253D T6S-R6E-1 40' UNKNOWN ICALLE SONORA N/S 150'W/0 AVENIDA MARTINEZ 26 904254D T6S-R6E-1 40' 1 UNKNOWN ICALLE SONORA N/S 150' W/O EISENHOWER NEAREST CITY: LA QUINTA IID -684 (7=09) DATE ISSUED:5-23-12 I IID POLE ATTACHMENT APPLICATION FORM AUTHORIZATION # N -2 PAGE 20F 2 NO UTILITY REPRESENTATIVE DIVISION -AREA APPROVED BY PROJECT # T 11.0 1 B. SIMONTON LA QUINTA Proposed by NewPath Networks NEWPATH S. WEINGARDT LA QUINTA 147728 f POLE NUMBER TOWN -RANGE -SECTION LENGTH YEAR LOCATION NEWPATH ON IID CR POLES 27 112065-96D T6S-R6E-1 40' 1965 CALLE SONORA N/S 150' W/O AVENIDA VELASCO 28 907715D T6S-R6E-1 40' 1965 CALLE SONORA N/S 150'W/0 AVENIDA HERRERA 29 907716D T6S-R6E-1 40' 1965 CALLE SONORA N/S 150' W/O AVENIDA VALLEJO 30 907717D T6S-R6E-1 40' UNKNOWN CALLE SONORA N/S 150' W/O AVENIDA RAMIREZ 31 1161536D T6S-R6E-1 40' UNKNOWN CALLE SONORA N/S 50' E/O AVENIDA CARRANZA , 32 90718D T6S-R6E-1 35' 1965 AVENIDA RAMIREZ P/P/W 150'& 60' S/O CALLE SONORA 33 90719D T6S-R6E-1 35' UNKNOWN AVENIDA RAMIREZ P/P/W 150'& 160' S/O CALLE SONORA 34 922;26D 'M RAE=1 - '35' UNKNOWN AVENIDA RA-MIRE-Z-P/P/W-450'=&-260-S/O-C-AL-LE-SONORA - 35 :912258D T6S-R6E-1 35' UNKNOWN AVENIDA RAMIREZ P/P/W 150'& 329' S/O CALLE SONORA 36 92324D T6S-R6E-1 35' UNKNOWN AVENIDA RAMIREZ P/P/W 150'& 434' S/O CALLE SONORA --P-1 1161537D T6S-R6E-1 40' UNKNOWN AVENIDA RAMIREZ P/P/W 150'& 20' N/O CALLE ENSENADA 38 912730D T6S-R6E-1 35' UNKNOWN AVENIDA RAMIREZ P/P/W 150'& 30' S/O CALLE ENSENADA, 39 912731D T6S-R6E-1 35' UNKNOWN AVENIDA RAMIREZ P/P/W 150'& 135'S/0 CALLE ENSENADA 40 912,732D T6S-R6E-1 35' UNKNOWN AVENIDA RAMIREZ P/P/W 150'& 240'S/0 CALLE ENSENADA 41 92398D T6S-R6E-1 35' UNKNOWN AVENIDA RAMIREZ P/P/W 150'& 340' S/O CALLE ENSENADA 42 919111 OD T6S-R6E-1 35' UNKNOWN AVENIDA RAMIREZ P/P/W 150'& 342' S/O CALLE ENSENADA 43 922126D T6S-R6E-1 40' UNKNOWN AVENIDA RAMIREZ P/P/W 150'& 442' S/O CALLE ENSENADA 44 92,93D T6S-R6E-1 35' UNKNOWN CALLE NOGALES N/S 150' W/O AVENIDA VALLEJO 'I I NEARESTiCITY: LA QUINTA IID -684 (7-09) DATE ISSUED: 10/11/2012 IID POLE ATTACHMENT APPLICATION FORM AUTHORIZATION # NP- PAGE 1 OF 3 I !� 'I - NO UTILITY REPRESENTATIVE DIVISION -AREA APPROVED BY PROJECT # T IID B. SIMONTON LA QUINTA?YVcf"uKotictan Proposed by NewPath Networks NEWPATH S WEINGARDT LA QUINTA 147728 POLE NUMBER TOWN -RANGE -SECTION LENGTH YEAR LOCATION NEWPATH ON ND CR POLES 98850D T6S-R6E-SEC12 40 UNKNOWN CALLE NOGALES N/S 150' AVENIDA RAMIREZ 94533D T6S-R6E-SEC12 35 UNKNOWN AVENIDA RAMIREZ PPW 150'& 104' S/O CALLE NOGALES 922127D T6S-R6E-SEC12 40 UNKNOWN AVENIDA RAMIREZ PPW 150'& 120' S/O CALLE NOGALES 94532D T6S-R6E-SEC12 35 UNKNOWN AVENIDA RAMIREZ PPW 150'& 196' S/O CALLE NOGALES 93814D T6S-R6E-SEC12 40 UNKNOWN AVENIDA RAMIREZ PPW 150'& 296' S/O CALLE NOGALES 914297D T6S-R6E-SEC12 35 UNKNOWN AVENIDA RAMIREZ PPW 150'& 396' S/O CALLE NOGALES 99625D T6S-R6E-SEC12 35 UNKNOWN AVENIDA RAMIREZ PPW 150'& 495' S/O CALLE NOGALES 99626D T68-R6E-SEC12 35 UNKNOWN AVENIDA RAMIREZ PPW 150'& 595' S/O CALLE NOGALES 99288D T6S-R6E-SEC12 40 UNKNOWN CALLE CHIHUAHUA N/S 150' W/O CALLE RAMIREZ 99627D T6S-R6E-SEC12 35 UNKNOWN AVENIDA RAMIREZ PPW 150'& 67'S/0 CALLE CHIHUAHUA 912994D T6S-R6&SEC12 35 UNKNOWN AVENIDA RAMIREZ PPW 150'& 117' S/O CALLE CHIHUAHUA 9129950 T6S-R6E-SEC12 35 UNKNOWN AVENIDA RAMIREZ PPW 150'& 217' S/O CALLE CHIHUAHUA 912996D T6S-R6E-SEC12 35 UNKNOWN AVENIDA RAMIREZ PPW 150'&317'S/0 CALLE CHIHUAHUA 913282D T6S-R6E-SEC12 35 UNKNOWN AVENIDA RAMIREZ PPW 150'& 417' S/O CALLE CHIHUAHUA 913283D T6S-R6E-SEC12 40 UNKNOWN AVENIDA RAMIREZ PPW 150'& 515' S/O CALLE CHIHUAHUA 1064245D T6S-R6E-SEC12 45 UNKNOWN CALLE MONTEREY N/S 150'W/0 AVENIDA RAMIREZ 913284D T6S-R6E-SEC12 35 UNKNOWN AVENIDA RAMIREZ PPW 150'& 58' S/O CALLE MONTEREY 1626577D T6S-R6E-SEC12 35 UNKNOWN AVENIDA RAMIREZ PPW 150'& 108' S/O CALLE MONTEREY 913285D T6S-R6E-SEC12 40 UNKNOWN AVENIDA RAMIREZ PPW 150'& 218' S/O CALLE MONTEREY 913286D T6S-R6E-SEC12 35 UNKNOWN AVENIDA RAMIREZ PPW 150'& 270' S/O CALLE MONTEREY 99159D T6S-R6E-SEC12 35 UNKNOWN AVENIDA RAMIREZ PPW 150' &378' S/O CALLE MONTEREY 912438D T6S-R6E-SEC12 45 UNKNOWN AVENIDA RAMIREZ PPW 150'& 486' S/O CALLE MONTEREY 1041774D T6S-R6E-SEC12 35 UNKNOWN AVENIDA RAMIREZ PPW 150'& 592' S/O CALLE MONTEREY 912439D T6S-R6E-SEC12 45 UNKNOWN AVENIDA RAMIREZ PPW 150'& 644' S/O CALLE MONTEREY 912432D T6S-R6E-SEC12 1 35 1 UNKNOWN IAVENIDA RAMIREZ PPW 150' & 695' SIO CALLE MONTEREY 908938D T6S-R6E-SEC12 40 1 UNKNOWN ICALLE COLIMA N/S 150' W/O AVENIDA RAMIREZ NEAREST CITY: LA QUINTA IID -684 (7-09) DATE ISSUED: 10/11/2012 IID POLE ATTACHMENT APPLICATION FORM AUTHORIZATION # NP -3 ,:- >:-s.�, vu � - ,_x,A � , PAGE 2 OF 3 NO UTILITY REPRESENTATIVE DIVISION -AREA APPROVED BY PROJECT # T IID B. SIMONTON LA QUINTAi7wr3` Proposed by NewPath Networks NEWPATH S. WEINGARDT LA QUINTA 147728 POLE NUMBER TOWN -RANGE -SECTION LENGTH YEAR LOCATION NEWPATH ON ICD CR POLES 908937D T6S-R6E-SEC12 40 UNKNOWN CALLE COLIMA NIS 58' E/O OF AVENIDA RAMIREZ 908936D T6S-R6E-SEC12 40 UNKNOWN CALLE COLIMA NIS 108' E/O AVENIDA VALLEJO 908935D T6S-R6E-SEC12 40 UNKNOWN CALLE COLIMA NIS 108' E/O AVENIDA HERRERA 907165D T6S-R6E-SEC12 40 UNKNOWN CALLE COLIMA NIS 108' E/O AVENIDA VELASCO 907163D T6S-R6E-SEC12 40 UNKNOWN CALLE COLIMA NIS 108' E/O EISENHOWER DRIVE 908939D T6S-R6E-SEC12 40 UNKNOWN CALLE COLIMA NIS 108' W/O AVENIDA OBREGON 908940D T6S-R6E-SEC12 40 UNKNOWN CALLE COLIMA NIS 108' W/O AVENIDA ALVARADO 908941D T6S-R6E-SEC12 40 UNKNOWN CALLE COLIMA NIS 50' E/O AVENIDA RUBIO 912821 D T6S-R6E-SEC12 35 UNKNOWN AVENIDA DIAZ PPE 150'& 30' S/O CALLE COLIMA 912822D T6S-R6E-SEC12 35 UNKNOWN AVENIDA DIAZ PPE 150'& 102' SIO CALLE COLIMA 91466D T6S-R6E-SEC12 35 UNKNOWN AVENIDA DIAZ PPE 150'& 425' S/O CALLE COLIMA 91450D T6S-R6E-SEC12 35 UNKNOWN AVENIDA DIAZ PPE 150'& 497'S/0 CALLE COLIMA 902849D T6S-R6E-SEC12 40 UNKNOWN AVENIDA DIAZ PPE 150'& 569' S/O CALLE COLIMA 91410D T6S-R6E-SEC12 35 UNKNOWN AVENIDA DIAZ PPE 150'& 610' S/O CALLE COLIMA 907932D T6S-R6E-SEC12 40 UNKNOWN AVENIDA DIAZ PPE 150'& 651'S/0 CALLE COLIMA 91071D T6S-R6E-SEC12 35 UNKNOWN AVENIDA DIAZ PPE 150'& 40' S/O CALLE ARROBA 90957D T6S-R6E-SEC12 35 UNKNOWN AVENIDA DIAZ PPE 150' &168' S/O CALLE ARROBA 90956D T6S-R6E-SEC12 40 UNKNOWN AVENIDA DIAZ PPE 150'&193'S/0 CALLE ARROBA 913049D T6S-R6E-SEC12 35 UNKNOWN AVENIDA DIAZ PPE 150'& 293' S/O CALLE ARROBA 1211629D T6S-R6E-SEC12 40 UNKNOWN AVENIDA DIAZ PPE 150'& 393' S/O CALLE ARROBA 922569D T6S-R6E-SEC12 40 UNKNOWN AVENIDA DIAZ PPE 150'& 445' SIO CALLE ARROBA 9045628D T6S-R6E-SEC12 45 UNKNOWN CALLE CHILLON NIS 108' W/O AVENIDA DIAZ 9130510D T6S-R6E-SEC12 35 UNKNOWN AVENIDA DIAZ PPE 150'& 20' S/O CALLE CHILLON NEAREST CITY: LA QUINTA IID -684 (7-09) IID POLE ATTACHMENT APPLICATION FORM DATE ISSUED: IW11/2012 AUTHORIZATION* NP=3 PAGE 3 OF 3 NO UTILITY REPRESENTATIVE DIVISION,AREA APPROVED BY PROJECT # T IID . B. SIMONTON LA QUINTA Proposed by NewPalh Networks NEWPATH 3. WEINGAROT LAOUINTA 147128 POLE NUMBER TOWN-RANOESECTION LENGTH YEAR LOCATION 922566D T6$-R6E-SEC12 NEWPATH ON IID CR POLES 40 UNKNOWN AVENIDA DIAZ PPE 150' & 92'SIO CALLE CHILLON 8130521) T63-R6E-SEC12 35 UNKNOWN AVENIDA DIAZ PPE 150'& 19V S/0 CALLE CHILLON 9130530 TeS-R6E-SEC12 35 UNKNOWN AVENIDA DIAZ PPE 150'& 24V 5/0 CALLE CHILLON 1211104D T6S-R6E-SEC12 40 UNKNOWN CALLE MADRID N/S'108' W/O AVENIDA RUBIO 95055D T6S-R6E-SEC12 _ 35 UNKNOWN CALLE MADRID SIS 108' W/O AVENIDA RUBIO 03579D T6S-R6E-SEC12 35 UNKNOWN AVENIDA DIAZ PPE. 150' & 101' SIO CALLE MADRID 91852D TOS-R6E-SEC12 40 UNKNOWN AVENIDA DIAZ PPE 150'& 254' SIO CALLE MADRID 919942D TOS-R6E-SEC12 35 UNKNOWN AVENIDA DIAZ PPE 150' & 33U S/O CALLE MADRID 919944D T6S-R6E-SEC12 35 UNKNOWN AVENIDA DIAZ PPE 150' & 402' S/O CALLE MADRID 902945D r6S-R6E-SEC12 35 UNKNOWN AVENIDA DIAZ PPE 150' &.474' S/O CALLE MADRID 9033750 T6S-R6E-SEC12 35 UNKNOWN AVENIDA DIAZ PPE 150'&3U S/O CALLE TEMECULA � .� i t LlW coCATLE '-CITY-Of-L-A'QU-INTA-FIBER-OPTIC-CABLE PLACEMENT In15 rKWtGI 13UNSISI5 Ut IME IN51ALLAIMM OF AFFROXIMATELT 13,102- OF 24 -SM AERIAL FIBER OPTIC CABLE LASHED TO 12,788' OF 6M 5/16- HS STRAND -ON MAISTTNG IID JOINT UTILITY POLES WITHIN THE PUBLIC R.O.W. CROWN CASTLE PROPOSES TO PLACE 6,837' OF 24 -SM F.O.C. AND 26,142' OF 72 -SM F.O.C. IN NEW 2- CONDUIT HDPE DUCT AND APPROVED VERIZON CALIFORNIA LEASED DUCT AS SHOWN ON DRAWINIG. THE FOLLOWING SCOPE OF WORK (SOW) IDENTIFIES THE UNDERGROUND CONTINUITY REQUIRED FOR CROWN CASTLE DAS SYSTEM. THIS WORK WILL INCLUDE INSTALLING NEW CONDUIT (SEE CROWN CASTLE SUBSTRUCTURE DRAWINGS) A SPLICE VAULTS CONNECTING THE 0/H OSP FM TO THE COMMUNICATION NODE EQUIPMENT. PROJECT DESCRIPTION PROJECT AREA o CALLS TAMP= AVE. u FDNDA W O -'S2No in DALLL: ee�1 POMEI,O VERANO M 52ND AVE. i? CALLE ENSENADA W bio cAul Nomem CALLS CHWAAIM .. 1 CITY OF LA QUINTA cALLE MONTEREY PROJECT AREA CALLS CDLIMA � CANE ARROSA 54TWAYE:a CALLS OMMLON - MAD CAI I E MADRID CALLS TEMECULA . -,; -- PROJECT AREA s < ` SCALE T.G.P. NO.: 5530, 5470, 849, 879 N.T.S. VICINITY MAP OWNER: CROWN CASTLE 1100 DEXTER AVE. SUITE 250 I` SEATTLE, WA 98109 PHONE: (206) 336-7382 APPLICANT: CROWN CASTLE 1100 DEXTER AVE. SUITE 250 SEATTLE, WA 98109 PHONE: (206) 336-7382 ZONING: WIRELESS IMPLEMENTATION ENGINEER: N/A N/A APNJ: JURISDICTION: STEVE PATINO CITY OF LA QUINTA N/A PHONE: LARRY THORNE (805) 704-4909 PROJECT SUMMARY PROJECT MANAGER: PHONE: STEVE WEINGARDT (805) 732-0576 CONSTRUCTION MANAGER: PHONE: STEVE PATINO (805) 234-1431 FIELD ENGINEER: PHONE: LARRY THORNE (805) 704-4909 PROJECT TEAM ENGINEERING COMPANY: CABLE ENGINEERING SERVICES 10640 SEPULVEDA BLVD. SUITE 1 MISSION HILLS, CA. 91345 PHONE (818) 898-2352 PROJECT MANAGER: JOANE FISHER (818) 898-2352 SUBSTRUCTURE ENGINEER: EDDIE ORTEGA (818)898-2352 TCP ENGINEER: MOISES MARTINEZ (818)'498-2352 PROJECTNAME LAD088-F TCP #'S: LAD088-F-TCP SHEET TIRE: COVER SHEET M:C RAOTL E C Crown Castle 1100 DEXTER AVE SUITE 130 SEATTLE, WA98109 Ph": (206) M7382 nbie engineering services PRESCOTT COMMUNICATIONS INC. 10640 Seputveda BIW. Suite 1, Mission HiRS. CA 91345 Phone No.: (818)898-2352. Fax No.: (818)898-9188 NOJ DATE DESCRIPTION BY 1 08-01-12. PRELIMINARY CO C.E.S. 2 0843.12 CD FINAL C.E.S. PROJECT: LA QUINTA PROJECT NO.: 76000511-1 THOMAS GUIDE PAGE NO.: 5530, 5470, 849, 879 SHEET NO. 1 OF 14 r�aN iyri r __� r liJ m Z I— 466* LLJ LEASED DUCT EXIST. VZN M.N. #281 761' U.G. EXIST. VZN M.H. #282 U.G. FSLAJKBER EXIST VZN LOOP !M.N. ,1283 759' U.G. LEASED DUCT EXIST. VZN M.H. #1148 788' U.G. W ------------ ---LD.------ LD. ---------LD. -- -760' ------- -- LD. --- LD--- -- LD.-----------L-D-----------LD.--- --LD.----------LD.---------LD.- ----I -S = 72-S 72-5 NO CUT LOCATION . 72-S in FIBER CABLE 3,514' 54TH AVE 0 ONEW —144—SMS SINGLE MODE FIBER STRANDS 0 NEW ANCHORS CONC. 0 U.G. _ U FOR CROWN CASTLE SUBSTRUCTURE—, QSEE DRAWING NO.: LADo88-UG01 HUB is 54001 MADISONST. LA QUINTA, CA 92253. ( OR 1 TERMINATION 466' U.G1 .D.--- 1 54TH AVE 1 J XIST. VZN i M.H. 0284 z 0 1 CANANERO CIR . I )N7RACTOR TO STUB & CAP )-2' HOPE CONDUIT FOR FUTURE USE. QD4-10 PROJECT NAME: U QUINTA LAD088-AF C O AS E 'Crown Castle' ' - i,000EXTEI111VF e9BE19) 6FAMAWAOA170' Pawn: pm 3167R2 F¢ CM 71673® cable in engineering services PRESCOTT COMMUNICATIONS INC. 10640 SepJyeda BN6 SLaa1.1. W -AM KK CA 9130.4 Ph— Na: (818AW2362 Fml Na: (618Y98-9168 SYMBOLS DESCRIPTION EXIST. WOOD POLES ® NODE 0 FTBER`CABLE 0 SPLICE 0 M c MID SHEATH NEW FIBER — 72 NO CUT LOCATION . NEW U.G. 223' FIBER CABLE 3,514' SLACK LOOP 0 NEW GUARD ARMS —144—SMS SINGLE MODE FIBER STRANDS 0 NEW BUILD EXIST. WOOD POLES 0 EXIST. STE11 POLES 0 NEW 1%* SUBDUCT 0 NEW STRAND FTG. 0 NEW FIBER — 24 0 NEW FIBER — 72 3,917' NEW U.G. 223' EXIST. U.G. LEASED DUCT 3,514' NEW CABLE ARMS 0 NEW GUARD ARMS 0 NEW ANCHORS DIRT 0 NEW ANCHORS CONC. 0 PROJECT: CITY OF LA QUINTA PROJECT NO.: 76000511-1 NOMAS GUIDE PAGE NO.: 5530 — C2, . C3 SHEET NO.3 OF 14 54TH AVE MATCH TO SHEET NUMBER 5 . 1 r LEASED DUCT c. m I 1 I r 0 DUST. VZN � M.H. #102 OR CROWN CASTLE SUBSTRUCTURE SEE DRAWING NO.: LAD088-UG02 PLACE (3) 1-1/4'-SUBDUCTS WITH SEPARATE IDENTIFYING MARKS BETWEEN EXIST. VZN M.H. #278 AND EXIST. VZN M.H. #102 LEASED DUCT NEW U.G. VZN LEASIp DUCT EXIST. VZN EXIST. VZN Y.H. #278 Y.H. #279 Y.H. #280 692 U.G. 783' U.C. ---=LD.--------LD.-----------LD.-----LD.----- ---LD.---------LD. F2 -S 72-S r. 84TH AVE PROJECT NAME: LA QUINTA LAD088-AF CO AS VE Crown Castle 11901"IERA111 B Mn' BFAMEF WAWM . Ph— (AF)n t -M F¢ ROFI31Nm cable engineering services PRESCOTT COMMUNICATIONS INC. 10610 SMOYeM BbLL Slte 1, tAstbn KM% CA 91395 Phn Na: (B1BA98-2352 Fm Na: (B1B)N"186 SYMBOLS DESCRIPTION EXIST. WOOD POLES ® NODE 0 FIBER CABLE 1,479' SPLICE 0 II t MID SHEATH ' NEW FIBER - 72 NO CUT LOCATION NEW U.G. 493' FIBER 2,236' LOOP SLACK LOOP 0 tel. —�^ X144 -SM— SINGLE MODE 0 NEW ANCHORS CONC. FIBER STRANDS NEW BUILD EXIST. WOOD POLES 0 EXIST. STEEL POLES 0 NEW i%* SUBDUCT 1,479' NEW STRAND FTG. 0 NEW FIBER - 24 0 NEW FIBER - 72 2,729' NEW U.G. 493' EXIST. U.G. LEASED DUCT 2,236' NEW CABLE ARMS 0 NEW GUARD ARMS 0 NEW ANCHORS. DIRT 0 NEW ANCHORS CONC. 0 PROJECT: CITY OF LA QUINTA PROJECT NO.: 76000511-1 NOMAS GUIDE PAGE NO.: 5530 - A3, 83 SHEET NO.4 OF 14 i MATCH TO SHEET NUMBER 6 I I I I 0 1 . I C I 6 I r EXIST VZN M.H. #276 LEASED DUCT VILLAGE CLUB DR MATCH TO SHEET NUMBER 4 PROJECT NAME: LA QUINTA LAD088-AF C O ASLE crown Castle I IW OFITBi AIV 8 M IM BFA"U$ WWW Ph -12 M336 -ng Fae PR 3a&7!.. cab/® engineering services PRESCOTT COMMUNICATIONS INC. 10610 Sapfveda Elva SUM 1. Ifssbn NIB& 6187315 Pt—N.:(818)898-2352 F. No.: (818)89&9186 SYMBOLS DESCRIPTION EXIST. WOOD POLES ® NODE 0 FIBER CABLE 2,175' SPLICE 0 I c NEW FIBER — 72 NO CUT LOCATION I � FIBER CABLE 2,051' N O I 0 EXIST. VZ X144—SMS I 0 M.H. #275 0 FOR CROWN CASTLE SUBSTRUCTURE SEE DRAWING NO.: LADOSS-0003 PLACE (3) 1-1/4- SUBDUCTS WITH SEPARATE IDENTIFYING MARKS BETWEEN EXIST. VZN M.N. #129 AND EXIST. VZN M.N. #275 N u C NEW U.G. EXIST. M.H. #129 I I I I 0 1 . I C I 6 I r EXIST VZN M.H. #276 LEASED DUCT VILLAGE CLUB DR MATCH TO SHEET NUMBER 4 PROJECT NAME: LA QUINTA LAD088-AF C O ASLE crown Castle I IW OFITBi AIV 8 M IM BFA"U$ WWW Ph -12 M336 -ng Fae PR 3a&7!.. cab/® engineering services PRESCOTT COMMUNICATIONS INC. 10610 Sapfveda Elva SUM 1. Ifssbn NIB& 6187315 Pt—N.:(818)898-2352 F. No.: (818)89&9186 SYMBOLS DESCRIPTION EXIST. WOOD POLES ® NODE 0 FIBER CABLE 2,175' SPLICE 0 w c MID SHEATH NEW FIBER — 72 NO CUT LOCATION NEW U.G. 725' FIBER CABLE 2,051' SLACK LOOP 0 NEW GUARD ARMS X144—SMS SINGLE MODE FIBER STRANDS 0 NEW BUILD EXIST. WOOD POLES 0 EXIST. STEEL POLES 0 NEW 134- SUBDUCT 2,175' NEW STRAND FTG. 0 NEW 'FIBER — 24 0 NEW FIBER — 72 2,776' NEW U.G. 725' EXIST. U.G. LEASED DUCT 2,051' NEW CABLE ARMS 0 NEW GUARD ARMS 0 NEW ANCHORS DIRT 0 NEW ANCHORS CONC. 0 PROJECT: CITY OF LA QUINTA PROJECT NO.: 76000511-1 NOMAS GUIDE PAGE NO.: 5530 — A2 SHEET NO.5 OF 14 CALLE TAMPICO W Z O Z D t W rc z 0 MATCH TO SHEET NUMBER 10 CALLE TAMPICO AVENmA 7 W 0 V AVENIDA MONTEZUMA z W 3 3 � c o i L -TV 12" 8 L -TELCO 12". CALLE HIDALGO ATTACH 12" ABOVE N AT 19'-9' EXIST GA A10L -N 12" L -TELCO 12" ATTACH 12' ABOVE N AT 20'-0" EXIST GA ATTACH 12" ABOVE N AT 24'-5' -PL BOND PL (2) 1' ANC -N- & -W- (L=18') DIRT -PL (2) 6M DNG -N- do -W- 913131D-55' PL GUY GUARD'S 5 L- 12" L -TETE LCO 12' ATTACH 12' ABOVE N AT 26'-6' ( =- EXIST GA 6- 913132D-55' PL CA ARM S/S/O�POLE 20-0" ABOVE GRADE 93801D-55 ATTACH B.O.P. 7 RMV EXIST GA 1 1 i l i Om L -N 12' 8 9131330-55' L -TELCO 12' & (NT) N o, ATTACH 12' ABOVE N AT 18'-7' EXIST GA 93802D-55' �II (Ni) to L -N 12" t o 9131340-55 � — L -TELCO 12' ATTACH 12" ABOVE N AT EXIST GA 11 536030-55' - 1 CADIZ 1 c I N EXIST. STEEL POLES Z NEW 134" SUBDUCT 1 U W I US w Ia.1- Z 0 m U W\ W 9 9 �a —o N U d. 41 o � a 00 FIBER CABLE - L 0 Zw N a 0 ? cc N N <>COO =�cz3 (-JJJ aaal a <cqi <aaa 0 2 z < <n 1 a N 2 4 3 m ~� � m GI A141GO v EXIST.' , N U G. \ r- 3p4 E� 1100' FIBER A SLACK LOOP 0010A FORTU14A fXIST. VZN M.H. #134 i� o � EXIST M.H. '#13 ZN FOR CROWN CASTLE SUBSTRUCTURE SEE DRAWING NO.: LADO88-.UGO7 v� I NEW U.G. 0 (q s)ROam WK m ( a Ro () STUB 9 to i tt 7 P". ! i 2' Cwm CCU FRANCIS HACK LN MATCH TO SHEET NUMBER 12 14jo__4 CALLS CADIZ i CALLS TAMPICO EXIST. VZN M.H. #24 PUCE (3) 1-1/4" SUBDUCTS WITH�Alj SEPARATE IDENTIFYING MARKS FROM EXIST. M.H. #24 TO EXIST. VZN a M.H. 0138 if AVENIDA U FONDA DESCRIPTION c NOOE EXIST. STEEL POLES I NEW 134" SUBDUCT SPLICE NEW STRAND FTG. MID SHEATH W W W I NEW FIBER — 72 FIBER CABLE - L SUCK LOOP —144 -SMS 0 ? FIBER STRANDS 0 FRANCIS HACK LN MATCH TO SHEET NUMBER 12 14jo__4 CALLS CADIZ i CALLS TAMPICO EXIST. VZN M.H. #24 PUCE (3) 1-1/4" SUBDUCTS WITH�Alj SEPARATE IDENTIFYING MARKS FROM EXIST. M.H. #24 TO EXIST. VZN a M.H. 0138 if AVENIDA U FONDA DESCRIPTION c NOOE EXIST. STEEL POLES I NEW 134" SUBDUCT SPLICE NEW STRAND FTG. MID SHEATH W W W I NEW FIBER — 72 FIBER CABLE - L SUCK LOOP —144 -SMS SINGLE MODE ? FIBER STRANDS NEW GUARD ARMS 2 z c m NEW ANCHORS CONC. 0 v EXIST.' , VZN M.H. ;177 m AVENIDA NUESTRA AVENUE 52 ___LD ---------- 656' U.G. EXIST. VZN M.H. 0136 i EXIST. VZN M.H. #176 EXIST. VZ1 M.H. #121 FOR CROWN CASTLE SUBSTRUCTUI SEE DRAWING NO.: LADOSS-UG06 EXIST. VZN M.H. /137 CT NEW U.C. _ n- —24 -S -LD.---- - -LD.- - 656' U.G. l 80' FIBER J JEASED DUCT SL_.P \ EXIST. VZN 1 M.H. #138 PROJECT NAME: LA QUINTA LAD088-AF ASLE Crown Castle NW OUTER AVE SWE 2% SEATTLF WAMC9 Ph— MO n&= F=RO8 M?385 ngie engineering services PRESCOTT COMMUNICATIONS INC. 10610 SW WeCa BULL Sib 1. AOSSbn miss, CA 9130.5 Pt W No.: (818)898-2362 Fm No.: (818)898-9186 SYMBOLS DESCRIPTION c NOOE EXIST. STEEL POLES I NEW 134" SUBDUCT SPLICE NEW STRAND FTG. MID SHEATH o I NEW FIBER — 72 FIBER CABLE - L SUCK LOOP —144 -SMS SINGLE MODE ? FIBER STRANDS NEW GUARD ARMS 2 z c m NEW ANCHORS CONC. 0 EXIST.' , VZN M.H. ;177 m EXIST. VZ1 M.H. #121 FOR CROWN CASTLE SUBSTRUCTUI SEE DRAWING NO.: LADOSS-UG06 EXIST. VZN M.H. /137 CT NEW U.C. _ n- —24 -S -LD.---- - -LD.- - 656' U.G. l 80' FIBER J JEASED DUCT SL_.P \ EXIST. VZN 1 M.H. #138 PROJECT NAME: LA QUINTA LAD088-AF ASLE Crown Castle NW OUTER AVE SWE 2% SEATTLF WAMC9 Ph— MO n&= F=RO8 M?385 ngie engineering services PRESCOTT COMMUNICATIONS INC. 10610 SW WeCa BULL Sib 1. AOSSbn miss, CA 9130.5 Pt W No.: (818)898-2362 Fm No.: (818)898-9186 SYMBOLS DESCRIPTION ® NOOE EXIST. STEEL POLES FIBER CABLE NEW 134" SUBDUCT SPLICE NEW STRAND FTG. MID SHEATH NEW FIBER — 24 NO CLT LOCATION NEW FIBER — 72 FIBER CABLE - L SUCK LOOP —144 -SMS SINGLE MODE NEW CABLE ARMS FIBER STRANDS NEW BUILD EXIST. WOOD POLES 11 EXIST. STEEL POLES 0 NEW 134" SUBDUCT 4,695' NEW STRAND FTG. 1,464' NEW FIBER — 24 5,843' NEW FIBER — 72 0 NEW U.G. 622' EXIST. U.G. LEASED DUCT 3,547' NEW CABLE ARMS 1_ NEW GUARD ARMS 2 NEW ANCHORS DIRT 2 NEW ANCHORS CONC. 0 PROJECT: CITY OF LA QUINTA PROJECT NO.: 76000511-1 THOMAS GUIDE PAGE NO.: 849 — F7, G7 SHEET NO. 11 OF 14 --oP 'UP- D D D �O x D rWrW� x tD.. N W N A 8 9 N 9. 1 'i -DI -> D _ > O O IC 07 m N 1 4 N � O b � � � � N• � � I m rV' m fo m m 7�,��.�,�.•1�,1913',.�T T��T T AVENIDA RAMIREZ N ��,jilvooilo PL CA ARM M /SI I /OI EP0� 20'-10' ABOVE GRADE ATTACH II B.O.P. (ST. SIDE) w AVENIDA VALLEJO N g T-TTTTT' 17j PL DCA 19'-8' ABOVE GRADE ATTACH B.O.P. (ST. SIDE) D > RMVI II IGA � N Ej� O /o I N AVENIDA HERRERA O T�� L -TV 8' PL DCA 19'-9' ABOVE GRADE ATTACH B.O.P. (ST. SIDE) RMV EXIST DGA AVENIDA VELASCO r�i x ®wo 1 FA :30 w C) Y) 23 Sm N1S20 AD NO�_Zx 2 ATTACH B.O.P. (ST. SIDE) x O x O O m N rJ, y� yN m A W m rn 2 EISENHOWER DR r`i m O m p N N ICD O Z -A4 1 V I m 20'-8' ABOVE GRADE .. O I m F_ O RMV EXIST GA 1 I I O C II AVENIDA MARTINEZ _0 W AN 19 PL 5' OP 10' ABOVE GRADE -E- do -S- PL CA ARM E/S/O POLE V V {N.. 3 m _l. 4 —T% 0 T3,13 PL CA ARM M /SI I /OI EP0� 20'-10' ABOVE GRADE ATTACH II B.O.P. (ST. SIDE) w AVENIDA VALLEJO N g T-TTTTT' 17j PL DCA 19'-8' ABOVE GRADE ATTACH B.O.P. (ST. SIDE) D > RMVI II IGA � N Ej� O /o I N AVENIDA HERRERA O T�� L -TV 8' PL DCA 19'-9' ABOVE GRADE ATTACH B.O.P. (ST. SIDE) RMV EXIST DGA AVENIDA VELASCO DEL GATO DR ®wo 1 FA :30 w C) Y) 23 Sm PL DCA 19'-3' ABOVE GRADE u1+J Cm mq 2 ATTACH B.O.P. (ST. SIDE) O O PL BOND O m e= rJ, m A m rn 2 EISENHOWER DR r`i m O m p N N ICD L -TV 4' Z -A4 PL CA ARM W/S/O POLEI C OC 20'-8' ABOVE GRADE .. O ATTACH B.O.P. (ST. SIDE) m O RMV EXIST GA 1 I I m C C p AVENIDA MARTINEZ _0 W AN . PL 5' OP 10' ABOVE GRADE -E- do -S- PL CA ARM E/S/O POLE = 20'-4' ABOVE GRADE chi C�� ATTACH B.O.P. (ST. SIDE) RMV EXIST GA 0 `s j - AVENIDA MENDOZA a PL 1' ANC -E- do -S- (L=5') DIRT ' TAT PL CA ARM W/S/O POLE 20'-9' ABOVE GRADE I D ATTACH B.O.P. (ST. SIDE) c: � PL BOND RMV EXIST GA 6 AVENIDA VILLA —TT— 1 M17T PL GUY GUARDS ATTACH 21' ABOVE GRADE AVENIDA NAVARRO AVENIDA BEA DEL GATO DR ®wo 1 FA :30 w C) Y) 23 Sm z Oo u1+J Cm mq 2 22 O O 0 c m e= p m A m rn kC' r`i m O ATTACH 2' ABOVE 1V AT 22'-7' p N N ICD -4 -A4 I OC Z .. O PL BOND O I m C C p r _0 AN . PL 5' OP 10' ABOVE GRADE -E- do -S- m A chi C�� Oo 0 O j - r n a PL 1' ANC -E- do -S- (L=5') DIRT ' N O I D c: � PL 10M ONG'S -E- do -S- 6 PL GUY GUARDS AVENIDA BEA DEL GATO DR I 0 I ®wo 1 FA :30 w C) Y) 23 Sm z Oo u1+J Cm mq 2 22 O O 0 c m e= p m A m rn kC' r`i m O N p N N ICD -4 -A4 I OC Z .. O O I m C C p r _0 AN . --Arn N>�� m A chi C�� Oo 0 O j - r n a -n ' N O I D c: � I 0 I ®wo 1 FA :30 w C) Y) 23 Sm z Oo u1+J Cm mq Z o 22 m y yy DD c m e= p m A m rn kC' o O O O p N N O p N N I I p C p r _0 AN m ? chi C�� 0 -i c c: � 6 O. p N O O .O U G fJl ap 0 0 -tA' W V I 0 I ®wo 1 FA :30 w C) Y) 23 Sm z Oo u1+J Cm mq Z o 22 m y $ v �^ S �� O n m 22 O 2 _ z � o 90771613-40' 904254D-40' 904253D-40' 921752D-40' 903742D-45' c d n 9l I I I I I I I I I I) z pO — T I I I I TV ATTACH TO NEW POLE AT 19'-0' ABOVE GRAD ATTACH 20'-0" ABOVE GRADE PL 1' ANC -W- (L-15') DIRT PL 8M DNG -W- PL GUY GUARD N ATTACH 19'-11ABOVE GRADE pPL DGA PL BOND PL 1' ANC -N- (L-15') DIRT PL 8M DNG -N- 9,onl77D-,W'PL GUY GUARD 12' N ATTACH 12' ABOVE TV AT 20'-4' Y 0 e G 0 _ � o N N 90771613-40' 904254D-40' 904253D-40' 921752D-40' 903742D-45' c d n 9l I I I I I I I I I I) z pO — T I I I I TV ATTACH TO NEW POLE AT 19'-0' ABOVE GRAD ATTACH 20'-0" ABOVE GRADE PL 1' ANC -W- (L-15') DIRT PL 8M DNG -W- PL GUY GUARD N ATTACH 19'-11ABOVE GRADE pPL DGA PL BOND PL 1' ANC -N- (L-15') DIRT PL 8M DNG -N- 9,onl77D-,W'PL GUY GUARD 12' N ATTACH 12' ABOVE TV AT 20'-4' Y 0 e G 0 /9z 'I CALLE COLIMA v 0 CALLE MONTEREY ATTACH 24' ABOVE N AT 20'-7' PL BOND PL 1' ANC -N- (L-16') DIRT PL 6M DNG -N- PL GUY GUARD. 8; I T--1 I r ATTACH 12' ABOVE TV AT 20'-0' e, ATTA2' ABOVE AT I CH 1 ( N I ATTACH 12' ABOVE N AT 21'-4' PL BOND ATTACH N AT 20 16 . 1 1 1 1 ATTACH 12' ABOVE N AT 20'-0'Z PL GA _ I t t I t ATTACH 12' ABOVE N AT 20'-0 L MATCH TO SHEET NUMBER 12 ATTACH 12' ABOVE N AT 18'-6' 55 99627D-35' o = Z W ` a C o � o rc = W i ATTACH 12' ABOVE N AT 19'-8' 59 91299 ATTACH 12' ABOVE N AT 18'-3' c PL BOND gi 10842450-45' j PL GA — c ATTACH 12•' ABOVE f N AT 19•-3'' I- 62 9132640-35' < m I (NT) v it ATTACH 12' ABOVE N AT 19•-4' 83 1208577D-35'_ 13 �� I N ATTACH 12' ABOVE N AT 19'-2' ss 91392-35 ca m o -1 -1 ATTACH 12' ABOVE N AT 20'-2' 88 99159�D-35' _ �aaaaJaaaaato> Ir—�I---jj ATTACH 12' ABOVE N AT 20'-6 82 R -EXIST GA 12' 87 9124380 45'. gI I I I i —� T-- d ATTACH 12' ABOVE TV AT 21'-6'104177( 0-35'1 m ATTACH 12' ABOVE N AT 21-11' 70 9124320-35'• 912821 9145 1 -u, CALLE ARROBA ATTACH 12' ABOVE N AT 23'-0' 91(� s1o710-3s• R -EXIST GA 12' ATTACH 12' ABOVE N AT 19'-10' 92 90957D-35'. I ATTACH 12' ABOVE N AT 18'-3' 93(NT) 40' PL GA ATTACH 12' ABOVE N AT 19'-6' I I i 94 91304910-35' PL ARCH 12' ABOVE N AT 21'-0' 95 e� X90. l I I I 'O•e ATTACH 12' ABOVE N AT 19' - (NT) PL GA 98 922569D -40'i PL BOND CALLE CHILLON L -TV 12' ATTACH 12' ABOVE N AT 20'-7' ° �� PL GAS 98 913051D-35'7 1 t zr� , g g � .g 81m ka _ 79 w so � 78 77 0 -o o q - d W N q� o mmG1- <m= -a 'o ID rc3K a XOD o am ��� i t�and o _. m �Q0 <^ « .za aNC7m aaaa �c��am a<aa aNaJa� ATT""" t113-40'-40' � � I 1 "'ACCCH 12' ABOVE N AT 19'-11' R -EXIST GA 12' i --PL BOND -r- CALLE CHILLON 9129950-35' 912996D-35' (Nn 913283D-40' 8S a m m_100. FIBER _ I. SLACK LOOP 4 z MATCH TO SHEET NUMBER 14 ---� m + � ATTACH 12' ABOVE TVAT19'-2' L ----L I 0 ATTACH 12' ABOVE N AT19'-4' I i i 0 ATTACH W NEW FIBER - 24 N TRANSFER TO NEW POLE AT 18'-8' ABOVE GRl ATTACH 19'-8' ABOVE GRADE PL GA :1 1 I� 0 CALLS MONTEREY —144 -SM— SINGLE MODE NEW CABLE ARMS 0 z NEW GUARD ARMS 17 NEW ANCHORS DIRT ^. i < 3�'ri civC 60. m o N TRANSFER TO NEW POLE AT 19'-0' ABOVE GRADE C U O ATTACH 20'-0' ABOVE GRADE PL GA a a a a i CALLE CHILLON 9129950-35' 912996D-35' (Nn 913283D-40' 8S a m m_100. FIBER _ I. SLACK LOOP 4 z MATCH TO SHEET NUMBER 14 ---� m + � ATTACH 12' ABOVE TVAT19'-2' L ----L I o o avl w ATTACH 12' ABOVE N AT19'-4' I i i 0 ATTACH 12' ABOVE N AT 19•-3' NEW FIBER - 24 N TRANSFER TO NEW POLE AT 18'-8' ABOVE GRl ATTACH 19'-8' ABOVE GRADE PL GA :1 1 NEW U.G. CALLS MONTEREY 1R � r N TRANSFER TO NEW POLE AT 18•-0' ABOVE GRADE ATTACH 19'-0' ABOVE GRADE 0 ;0 0 N TRANSFER TO NEW POLE j 19'-0' ABOVE GRADE ATTACH 20'-0' ABOVE GRADE PL BOND U.G. FEED PROJECT NAME: LA QUINTA LAD088-AF 0 CO AS VE Crown Castle Hm l"10 AVE SUIS 291 SEATTLE. WAMN V..ie (mQ mrm F-PMMTM cable engineer/ng Ld N SerViCeS o PRESCOTi COMMUNICATIONS INC. K W 3 10640 SWAT. S BN6 Site 1• A ftW Nib, G 91345 p , Ftn No, (678)698-2352 Fm No.: (818)898.9186 EXISTINGSQUARE PARK LIGHT POLE 8 U.G. 1? PRO BOX I b- PBOX 2'x3' 1? CALLE CHILLON 100' FIBER SLACK LOOP CALLS COLIMA 0 m 78 1 W w�I 0^�0f21 m oo" z �cj-w.-`OWo IaaJaaaJaAge Ja CALLE ARROBA SYMBOLS DESCRIPTION + � NODE o o avl w FIBER CABLE X 0 N C 0 NEW FIBER - 24 0�FF NEW FIBER - 72 o NEW U.G. SLACK LOOP —144 -SM— SINGLE MODE NEW CABLE ARMS FIBER STRANDS NEW GUARD ARMS 17 NEW ANCHORS DIRT ^. NEW ANCHORS CONC. 3�'ri civC 60. m o m C U O x a a a a i < a a I U 1< m (LCQas J J< Q W a 1 CALLE CHILLON 100' FIBER SLACK LOOP CALLS COLIMA 0 m 78 1 W w�I 0^�0f21 m oo" z �cj-w.-`OWo IaaJaaaJaAge Ja CALLE ARROBA SYMBOLS DESCRIPTION ® NODE EXIST. STEEL POLES FIBER CABLE NEW 114' SUBDUCT SPLICE N C MID SHEATH NEW FIBER - 24 NO CUT LOCATION NEW FIBER - 72 FIBER CABLE NEW U.G. SLACK LOOP —144 -SM— SINGLE MODE NEW CABLE ARMS FIBER STRANDS NEW BUILD EXIST. WOOD POLES 44 EXIST. STEEL POLES 0 NEW 114' SUBDUCT 0 NEW STRAND FTG. 4,968' NEW FIBER - 24 5,316' NEW FIBER - 72 0 NEW U.G. 118' EXIST. U.G. LEASED DUCT 0 NEW CABLE ARMS 2 NEW GUARD ARMS 17 NEW ANCHORS DIRT 4 NEW ANCHORS CONC. 0 PROJECT: CITY OF LA QUINTA PROJECT NO.: 76000511-1 NOMAS GUIDE PAGE NO.: 879 - E2, E3 SHEET NO. 13 OF 14 s MATCH TO SHEET NUMBER 13 PL GA 59 ATTACLH 12* ABOVE IN AT119*-6" 0556D-35' o ATTACH 11112' ABOVE T9357935' ATTACH TV,91852D-35'_ _ ATTACH 12' ABOVE -TV AT ATTACH 12' ABOVE TV AT 21'-0' 11 90294 0-35' LADOSO.01 U.G. FEED �- 0 PROPOSED SITE POLE ~ �S CALLS TEMECULA KPROPOSED. PULL BOX 2'x3' 183' U.C. FOR CROWN CASTLE SUBSTRUCTURE SEE DRAWING NO.: LADO88-UGO8 NEW U.G. 0 W i CALLS MADRID c V 00' FIBER SLACK LOOP 71 f902y45D-35' tt ATTACH 12' ABOVE TV AT 21'-9' L --E-- L -TV 12' 48136CWT-45' 11 ATTACH 12' ABOVE TV AT 24'=0' OS EXIST DGA CALLS TEMECULA 903375D-35' tt ATTACH 18' ABOVE TV AT 21'-7' EX BOND EXIST DNG ADEQ 1 t (&�) TDDO ODD If (0 BTPS 4 e " PtIR o () R rrG1~ 2 f0 2. < (� 1 ff E) 2' "IV WIL (t0:J0)EL LTI -E i rmm i ti- CALLE MADRID 0 0Ld I I (NT) ATTACH 12ABOVE TV AT 19'-7'99 922568D-40: PL GA m 0 aanED nm C.E.S. FIBER CABLE 0 W 02-20-12 FED 1EMON: MID SHEATH FIMD IEVISM NO CUT LOCATION FIELD REVISM FIBER CABLE REVISION DATE PRELLMINW CD 0901.12 CORM 099112 NEW GUARD ARMS 2 NEW ANCHORS DIRT 0 NEW ANCHORS CONC. 0 - _ ATTACH 12 ABOVE TV AT 18'-9. 100 (� i 913052D-35' H 1 f ATTACH 12' ABOVE TV AT 19'-9' X35' a t 0'-7. Q - .. _. 10 9130 _ATTACH_ 1�T TV AT, 21'-0 48131CY1f-35- ATTACH 12' ABOVE TV AT 21'-0' 1 NT -35' 11 = Q ae x 0 _ ATTACH 12' ABOVE TV AT 20'-6' 104 48140 wT-35' m Q � W W TV TRANSFER ATTA(`N TO NEW t0' -n' ARnvr 1 POLE AT 18'-0' ABOVE GRADE ^ nRAnC 121 tto40-�O' z o z PL GA 59 ATTACLH 12* ABOVE IN AT119*-6" 0556D-35' o ATTACH 11112' ABOVE T9357935' ATTACH TV,91852D-35'_ _ ATTACH 12' ABOVE -TV AT ATTACH 12' ABOVE TV AT 21'-0' 11 90294 0-35' LADOSO.01 U.G. FEED �- 0 PROPOSED SITE POLE ~ �S CALLS TEMECULA KPROPOSED. PULL BOX 2'x3' 183' U.C. FOR CROWN CASTLE SUBSTRUCTURE SEE DRAWING NO.: LADO88-UGO8 NEW U.G. 0 W i CALLS MADRID c V 00' FIBER SLACK LOOP 71 f902y45D-35' tt ATTACH 12' ABOVE TV AT 21'-9' L --E-- L -TV 12' 48136CWT-45' 11 ATTACH 12' ABOVE TV AT 24'=0' OS EXIST DGA CALLS TEMECULA 903375D-35' tt ATTACH 18' ABOVE TV AT 21'-7' EX BOND EXIST DNG ADEQ 1 t (&�) TDDO ODD If (0 BTPS 4 e " PtIR o () R rrG1~ 2 f0 2. < (� 1 ff E) 2' "IV WIL (t0:J0)EL LTI -E i rmm i ti- CALLE MADRID CALLE TECATE PROJECT NAME: LA QUINTA LAD088-AF `CASTS E Crown cow 111* OFIIER AVE 91RTE» WATn.F,wAWM Pewee p001 M&M F¢ PAR My= l cable en- Ineer/ng Services PRESCOTT COMMUNICATIONS INC. 10610 SepWeee 5?Vd Site 1. A [Gs KOS. CA 9130.5 Pf t N0.: (818)098-2352 Fen N0.: (919)898.9186 DESCRIPTION 0 0Ld CONSTRUCTED et: m 0 aanED nm C.E.S. FIBER CABLE 0 W 02-20-12 FED 1EMON: MID SHEATH FIMD IEVISM NO CUT LOCATION FIELD REVISM FIBER CABLE REVISION DATE PRELLMINW CD 0901.12 CORM 099112 NEW GUARD ARMS 2 NEW ANCHORS DIRT 0 NEW ANCHORS CONC. 0 - CALLE TECATE PROJECT NAME: LA QUINTA LAD088-AF `CASTS E Crown cow 111* OFIIER AVE 91RTE» WATn.F,wAWM Pewee p001 M&M F¢ PAR My= l cable en- Ineer/ng Services PRESCOTT COMMUNICATIONS INC. 10610 SepWeee 5?Vd Site 1. A [Gs KOS. CA 9130.5 Pf t N0.: (818)098-2352 Fen N0.: (919)898.9186 DESCRIPTION DATE CONSTRUCTED et: NODE aanED nm C.E.S. FIBER CABLE IIID uaEEnwD W. CE.S 02-20-12 FED 1EMON: MID SHEATH FIMD IEVISM NO CUT LOCATION FIELD REVISM FIBER CABLE REVISION DATE PRELLMINW CD 0901.12 CORM 099112 NEW GUARD ARMS 2 NEW ANCHORS DIRT 0 NEW ANCHORS CONC. 0 - SYMBOLS DESCRIPTION ® NODE EXIST. STEEL POLES FIBER CABLE NEW 19" SUBDUCT SPLICE R t MID SHEATH NEW FIBER - 24 NO CUT LOCATION � FIBER CABLE _ SLACK LOOP X144 -SM— SINGLE MODE NEW CABLE ARMS FIBER STRANDS NEW BUILD PROJECT; EXIST. WOOD POLES 15 EXIST. STEEL POLES 0 NEW 19" SUBDUCT 0 NEW STRAND FTG. 1,169' NEW FIBER - 24 1,490' NEW FIBER - 72 0 NEW U.G. 193' EXIST. U.G. LEASED DUCT 0 NEW CABLE ARMS 0 NEW GUARD ARMS 2 NEW ANCHORS DIRT 0 NEW ANCHORS CONC. 0 - CITY OF LA QUINTA PROJECT NO.: 76000511-1 THOMAS GUIDE PAGE NO.: 879 .- E3 SHEET NO. 14 0 F 14 `.. See below for Finance Revenue Codes 4�W AT RISK ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. Subdivision Improvement Permit - Class III Minor Improvement Permit - Class IV DATE: 8/28/2012 D LOCATION OF CONSTRUCTION: Avenue 52, Avenida Bermudas, Calle Sonora, Avenida Ramirez, Avenida Dia Calle PURPOSE OF CONSTRUCTION: Crown Castle LAD088-F, SHT 11, 12, 13, & 14 ONLY; Place Aerial Fiber Opti ab a on 0) DESCRIPTION OF CONSTRUCTION: Utility Fiber Optic Cable Placement. DIMENSION OF INSTALLATION OR REMOVAL: N/A FIA APPROXIMATE TIME WHEN WORK WILL BEGIN: 9/10/2012 TIME OF COMPLETION: 11/10/2012 ESTIMATED CONSTRUCTION COST: $44,487 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occuring as a proximate result of any work undertaken under 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. Signatltirtof Applicant or Agent Crown Castle Int. - Steve Patino Name of Applicant PWC, Inc. - Scott Ivey 1100 Dexter Ave, Suite 250, Seattle, WA 98109 805-234-1431 Business Address Telephone No 900 W. Gladstone, San Dimas, CA 91773-1734 Name of Contractor and Job Foreman Business Address 597074 Contractor's License Number Old Republic General Insurance Corp. Applicant's Insurance Company FEES Subdivision Improvement Permit - Class I Minor Improvement Permit - Class I Finance Revenue Code Inspection Fee EE=1 $1,335.00 Permit Fee E_1 $100.00 As -Built Deposit E-A 0.00 Cash Deposit -Surety Bond, EE=6 $0.00 if required TOTAL $1,435.00 909-592-4321/714-348-7153 Telephone No. 106739 City Business License No A-1 CG -968512-02 Policy Number Public Improvements: 3% of estimated construction costs Private Improvements: 3% of estimated construction costs PERMIT NUMBER: 12051 DATE ISSUED: OC,* 2-3 f 20 / Z— EXPIRATION D E: BY: WORK INSPECTED Y": PERMIT COMPLETION DATE': If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. t Contact Name: Name of Applicant/Owner: aJZ9W^ Applicant Address: /100 Oak, Applicant Telephone Number: 13 o � - Applicant E-mail Address: S4ephel),. Name of Contractor: 11 W 1 Contractor Address: qOO Phone Number: 006'-2344-143f • /43i E Contractor Telephone Number: Contractor State License Number: 5 1 ,�-© 74 Contractor City Business License Number: /©4 139 Contractor E-mail Address: 6i24"ITY O�,U)S 2SG ►A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED t Applicant or Contractor General Liability Insurance Company: Applicant or Contractor General Liability Insurance Policy Number: Applica Office Use Only: Assigned Permit Number: / 2 D �. I Approval Date: `] Expiration Date: Issue Date: Administrative Authority: 1-7 3q Office Use Only: Inspection Fee: Permit Fee: I M r Q,J As -Built. Deposit: . /v Dust.Control Deposit: Credit Amount: _ TOTAL FEE DUE:' 3 Applica Office Use Only: Assigned Permit Number: / 2 D �. I Approval Date: `] Expiration Date: Issue Date: Administrative Authority: 1-7 3q 1 4 , 9 H I., a e � • L R 4k ' 1 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 12051 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 followinq 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. Citv of La Quinta N ® 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. 12051 Gown Castle (LAD088-F) / Place Aerial Fiber Optic Cable on Existing Utility Poles / Avenue 52, Avenida Bermudas, Calle Sonora, Avenida Ramirez, Calle Colima, and Avenida Diaz 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 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. 4. This is an at -risk permit since not all locations of the proposed pole structures (node sites) are approved by the Planning Commission. 5. Door hangers shall be provided to all residents affected by the project at least 48hrs prior to start of any work. At a minimum, the door hanger shall provide the following information: a. Short description of the improvements. (Include Crown Castle as the applicant) b. Schedule of the improvements C. Phone numbers and individuals for questions and answers with the city being the last phone number, (760)-777-7075. 6. The permit is only for the placement of aerial fiber optic cable on existing utility poles shown on Plan LAD088-F Sheet 11, 12, 13, and 14. The fiber optic cable placement on Sheets 3 to 10 will be permitted after the Planning Commission has approved all the proposed pole structures (node sites). All pole structures are to be approved and permitted separately by the Building & Safety Department. 7. 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. 8. The permittee shall not install any conduits by trench without prior approval of the City Engineer. 9. "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." 10. The permittee shall not install improvements with the intention of providing video transmission services unless the permittee obtains a valid Franchise Agreement. 11. 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. Special Conditions Page I of 7 J PERMIT NO. 12051 Crown Castle (LAD088-F) / Place Aerial Fiber Optic Cable on Existing Utility Poles / Avenue 52, Avenida Bermudas, Calle Sonora, Avenida Ramirez, Calle Colima, and Avenida Diaz 12. 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. 13. 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. 14. 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. 15. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 16. Crown Castle (Steve Patino) and PWC, Inc. (Scott Ivey), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 17. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 18. 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. 19. 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: I 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. 20. 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. Special Conditions Page 2 of 7 PERMIT NO. 12051 Crown Castle (LAD088-F) / Place Aerial Fiber Optic Cable on Existing Utility Poles / Avenue 52, Avenida Bermudas, Calle Sonora, Avenida Ramirez, Calle Colima, and Avenida Diaz 21. 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. 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. 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. 24. 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. 25. Pursuant to Section 14.16.250 of the La Quints 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 Quints 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. 26. 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 3 of 7 PERMIT NO. 12051' Crown Castle (LAD088-F) / Place Aerial Fiber Optic Cable on Existing Utility Poles / Avenue 52, Avenida Bermudas, Calle Sonora, Avenida Ramirez, Calle Colima, and Avenida Diaz 27. 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. 28. 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. 29. 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. 30. 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 31. 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. 32. 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. 33. 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. 34. 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. Special Conditions Page 4 of 7 PERMIT NO. 12051 Crown Castle (LAD088-F) / Place Aerial Fiber Optic Cable on Existing Utility Poles / Avenue 52, Avenida Bermudas, Calle Sonora, Avenida Ramirez, Calle Colima, and Avenida Diaz 35. 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. 36. 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. 37. 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. 38. All landscaping, irrigation, decorative rock, decorative concrete, sidewalk, lighting, etc., shall be replaced to its original condition. 39. Access and egress to all local properties shall be maintained at all times. 40. 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 Special Conditions Page 5 of 7 PERMIT NO. 12051 Crown Castle (LAD088-F) / Place Aerial Fiber Optic Cable on Existing Utility Poles / Avenue 52, Avenida Bermudas, Calle Sonora, Avenida Ramirez, Calle Colima, and Avenida Diaz 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 andd-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. 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. 41. 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. 42. 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. Special Conditions Page 6 of 7 . PERMIT NO. 12051 Crown Castle (LAD088-F) / Place Aerial Fiber Optic Cable on Existing Utility Poles / Avenue 52, Avenida Bermudas, Calle Sonora, Avenida Ramirez, Calle Colima, and Avenida Diaz 43. The City of La Quinta reserves the right to revoke, suspend or void this permit at anytime. 44. 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. 45. 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 7 of 7 witc natyu i-dite wv.-sure viri rdr awe ur intursecuon A Optional right turn area CA MUTCDTA-22B (CA) (Modified) NOT TO SCALE . .... ...... . .. . . ... .......... .......... ... ... 34 Work Area Traffic Control Handbook Work Mid Block Bike Lane Closure J mania NOT TO SCALE 30 Work Area Traffic Control Handbook Work On Shoulders CA MUTCD TA -3 (Modified) NOT TO SCALE dbook Work Area Traffic Control Handbook 31 IE, � ALE Mid Block Right Lane Closure NOT TO SCALE IN L4 LD TYPICAL SHOULDER CLOSURE CLOSED N21 -SDR SEE TABLE 1 FOR CONE SPACING SHOULDER WORK MEA I O O 0UL • SHODER All AND TABLE 2 '��► L D —► ADVANCE WARNING SIGNS, SEE TABLE 1 1 SEE TABLE SEE TABLE 3 �-• 0 • 0 • • 0 • .0 • • i • • i A • • • WORK AREA 0 O 0 O e SHOULDER • • •SEE TABLE 1 FOR CONE SPACING I L Soo, ^I� SEE TABLE 1 ROAD TYPICAL LANE CLOSURE WORK L IC20-2 AHEAD SEE NOTE 2 W20-1� C20 (CA) (Rt) W4-211 TABLE 1 TABLE 2 TARIP a 45 DISTANCE BETWEEN SIGNS ROAD TYPE - Min A ft) URBAN (SPEED 2S mph OR LESS) 100 URBAN (SPEED 30 mph OR MORE) 350 RURAL 500 EXPRESSWAY / FREEWAY SEE NOTE 3 62352 006 4 427 5D 1 24 1 446 ,1 474 1 407 OVER 50 1 SEE NOTE 3 » USE ON SUSTAINED DOWNGRADE STEEPER THAN -3 PERCENT AND LONGER THAN I NILE. • LFCFNQ TRAFFIC CONE1. SIGN PANEL S17E (Mint A❑ 36" x 36" NOTES California coda are designated by (CAI. 0 TRAFFIC CONE (OPTIONAL TAPER) B " 36 x IB' Otherwise, Federal (UUTCDI codes are shown. 2. A G20-2 "END ROAD WORK" elfin, as appropriate, ' TEMPORARY SIGN shell Oe placed of the and of the lane closure F unless the end of work ore. la obvious, or ends DIRECTION OF TRAVEL within o forger project's Iimite. 3. For cpproach.spoode Over SO mph, Use the ® FLASHING ARROW SIGN (FAS) Traffic Control System for Lane Closure On Freeways And Expressways'" plon•for Ione closure ase FAS SUPPORT OR TRAILER details and requirements. PORTABLE FLASHING BEACON 4. 0 Is longitudinal buffer Space and Is when work area is beyond heshoulder ori of ear recovery zone where there la no ehOUlder. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION TRAFFIC CONTROL SYSTEM FOR LANE CLOSURE ON MULTILANE CONVENTIONAL HIGHWAYS NO SCALE . I 1 -IT I1 J Work on Freeways and Expressways with speeds of 65 mph or greater shall meet the Standard Plans and Standard Specifications of Caltrans. w Posted Speed or observed operating speed (whichever is greater). r3r Channelizer spacing shall be reduced in half at areas where work is taking place, on curves, or areas of head-on conflict. (4) Buffer space may be inserted in low speed urban areas and should be inserted in high speed urban and rural areas. (5) Sign spacing in rural areas should be 500 ft. . MINIMUM RECOMMENDED CHANNEUIZING DEVICE AND SIGN SPACING r'I SPEED'S" MPHR DIMENSION A SIGN SPACING ft DIMENSION B MINIMUM MERGING. TAPER L It DIMENSION C MINIMUM SHIFTING TAPER 1Q L ft DIMENSION D. MINIMUM SHOULDER TAPER 1/3 L ft DIMENSION E BUFFER SPACE 14) ft MAXIMUM CHANNEUZER SPACING TAPERP ft MAXIMUM CHANNELIZER SPACING TANGENT() ft 25 100 125 63 42 158 25 50 30 250 180 90 60 205 30 60 35 250 245 123 82 257 35 70 40 250 320 160 107 315 40 80 45 350 540 270 180 378 45 90 50 350 600 300 200 446 50 100 55 500 660 330 220 520 50 100 60 500 720 360 240 598 50 100 651'1 500 780 390 260 682 50 100 Work on Freeways and Expressways with speeds of 65 mph or greater shall meet the Standard Plans and Standard Specifications of Caltrans. w Posted Speed or observed operating speed (whichever is greater). r3r Channelizer spacing shall be reduced in half at areas where work is taking place, on curves, or areas of head-on conflict. (4) Buffer space may be inserted in low speed urban areas and should be inserted in high speed urban and rural areas. (5) Sign spacing in rural areas should be 500 ft. . I r44 AS E LA QUINTA ,� UG#LAD088-UGOS _ 1 � ' «~ Crown Castle 1100 DEXTER AVE. NORTK N1TE 250 i. sEA"LE�wA 66109 .,._! "^' •�. r i ..- - -- s_.� °� -- Phony.206120°R6-, 2 --._'" Far. 1205, 0267288 / '�� w_.n._ - - \�.� �_� i ; i �• _ _ ew,n -r ...r ell C [` FOR ALL LEASE DUCT SEE DWG #LADO88-F . -� t w amu= .. :,�; ..�.,.• ..� � � } � F• ,., T ! w.,•, i ... � � , ` i i _ ( � """'i."' i ..r � �i � � ..- m � "., •,.,.. gi y �! � • ii 'I#�� � ri � qi '� �i � — - �_ . UG# LAD088-UG07 Fa r+ .-^ i i .- i.. { -• 1 i^"r 'j ., V� ° r� '0100�M&M ,111111 . awryw.. _ _ UG#LAD088-UG06 �j a �.rWli•. � €i �• [ i i•.._ ( €! I €! €! i i ! � S � ! � r' ', f �' 7 i r •. FOR ALL AERIAL SEE DWG F t ' #LAD088-F ...urge•.' v !! ,. ` ;:..- i .. i �. i °. °! ,. ; � i �^' r � ! ro i '« ; 02,«� ! .• i �,� w i ,• _ r `�., '„•.. "�.., "- !f •. €!� r f 1 r"" !!" i r! €! !I ! LAD088-02 r ` • Z r^ " ca. tarn. - i i €!. it r LEGEND SYMBOLS AERIAL ROUTE UG# LAD088-UG09 UNDERGROUND LEASE DUCT T 1 1 ! ! % i• %._ ! !r i m- i S !.. it i i i dam° UNDERGROUND ROUTE l a i Y F i " •M STREET LIGHT POLE STEEL POLE JPA POLE € € FOR ALL AERIAL SEE DWG € €�. HUB LOCATION V j F #LAD088-F € € DATE: 07.2412 SHEET t OF 2 LAD088-01 t i € it i s Is Pe vMA 2A (2�4_o_ oo)�_ Z CY J CY Q J LA QUINTA SITE# POLE TYPE I RAD 1 RAD 2 LAD088-01 CXy W La Quints SIS Calle Temecula STEEL POLE 32'4 8' -0 27'- 114' W/O C/L Avenicla Rubio LAD088.02 City of La Quints STREET LIGHT E/S Eisenhower Dr. POLE 32,-8, 27,-0, , 108' WO C/L Calle CoNma FIBER FOOTAGE AERIAL 12,685 LEASE UG 20,287 BURIED 10,721' TOTAL FIBER FOOTAGE TBD Z CY J CY Q J 4v 1 C z LAD088-04 ;; �' LA Q U I N TA AS E Y A Y _ Crown Castle f 3 _�•.>!.: _. _. _ "�.__ ..m'+d - _ _.- � y snug _ �1i° „ ryro 1100 DEXTER AVE. NORiR,SUITE 750 3•. _ -` I SEA17lE, WASM09 S i i •• - ,,:••• Priaf20sIA6772 em: l : d n L Fu: f2o613*7M 3UG#AADd r UG # LADO88-UG10 v -- �,h y O88 -AD ..., of , .. ..-... F c •p. _ rv� ,r ;g , l4� V f . .. E z...._ ...-.,. � ` [ �1' �O• , W .fes "'" t 1 ..,... ,...._ ,...... � � � Y FOR ALL LEASE DUCT SEE DWG #LAD088-F _ .e_ r I 1 ;I UG# LADO88-UG04 _ Y a..n � {7•I.M. --.. � M µ. ..... ~.n � - _Gw.n � .w ..ne.r '9i1Aw - M. LAD 88-05 — 9 UG#LAD088-UG03 II --- .�„ �• r = LEGEND SYMBOLS } AERIAL ROUTE _ f UNDERGROUND LEASE DUCT UNDERGROUND ROUTE STREET LIGHT POLE STEEL POLE JPA POLE HUB LOCATION DATE: 07.24.12 SHEET20F2w- l � � I F 11Gtt LADDRR.l1G0? + r 3 1' FOR ALL LEASE DUCT SEE e I / I' HUB - LAD088 54001 MADISON ST. r r LA QUINTA, CA 92253 LAD088-UGOI ° t _ b ai e' o LA QUINTA SITE# POLE TYPE RAD 1 RAD 2 LAD088-03 City of La Oulnta STREET LIGHT EIS Jefferson St. POLE 34.-8• 2T-3' 93' N/O C/L Village Club Dr. LAD086-04 City of La Ouinta S/S 50th Ave. STEEL POLE 19'-81 NIA 7T W/O C/L Heatherglen LAD088-05 City of La Ouinta STREET LIGHT S/S Avenue 52 POLE 34'-6' 2T-3- 214' E/O C/L Jefferson St. FIBER FOOTAGE AERIAL 12,685' LEASE UG 20,282' BURIED 10,721' TOTAL FIBER FOOTAGE TBD l � � I F 11Gtt LADDRR.l1G0? + r 3 1' FOR ALL LEASE DUCT SEE e I / I' HUB - LAD088 54001 MADISON ST. r r LA QUINTA, CA 92253 LAD088-UGOI ° t _ b ai e' o Amy Yu From: Simonton, Bruce W <bwsimonton@IID.com> Sent: Tuesday, October 23, 2012 9:39 AM To: Amy Yu Cc: Wolfinger, Dax J Subject: RE: City la Quinta Comments for Aerial Fiber Placement: Permission from IID for Aerial Route Amy Yu Yes, that is correct. These attachments will be located in the Cove area, along with cable-tv and telephone attachments on IID poles. Thanks, Bruce W. Simonton Engineering Technician GIS/Energy Records Unit Work: (760) 482-3471 Fax: (760) 482-3459 Email: bwsimonton@iid.com CONFIDENTIAL This email contains sensitive and confidential material. The content of this email is for the sole use of the intended recipient(s). Any review or distribution by persons other than the intended recipient(s) without the express permission of Imperial Irrigation District is strictly prohibited. If you are not the intended recipient, please contact the sender and delete/destroy all copies of this email and any related attachments..Imperial Irrigation District does not practice law or guarantee the accuracy or completeness of third party materials or information. -----Original Message ----- From: Amy Yu [mailto:Ayu@la-quinta.org] Sent: Tuesday, October 23, 2012 9:35 AM To: Simonton, Bruce W Subject: City la Quinta Comments for Aerial Fiber Placement: Permission from IID for Aerial Route Hi Bruce, Can you confirm that IID has given permission to Crown Castle to install fiber cable on the IID poles listed on the two attachments? I IID -684 (7-09) DATE ISSUED: 5-23-12 IID POLE ATTACHMENT APPLICATION FORM L,3JZ o li 2 - PAGE PAGE 1 OF 2 NO UTILITY REPRESENTATIVE DIVISION -AREA APPROVED BY PROJECT # T IID B. SIMONTON LA QUINTAt?WcPI.Kasetas. Proposed by NewPath Networks NEWPATH S. WEINGARDT LA QUINTA 147728 POLE NUMBER TOWN -RANGE -SECTION LENGTH YEAR LOCATION NEWPATH ON IID CR POLES 1 950490D T6S-R6E-1 40' UNKNOWN CALLE SINALOA 575' E/O AVENIDA BERMUDAS 2 1046502D T6S-R6E-1 45' UNKNOWN CALLE SINALOA 395' E/O AVENIDA BERMUDAS 3 916901) T6S-R6E-1 40' UNKNOWN CALLE SINALOA 210' E/O AVENIDA BERMUDAS 4 917972D T6S-R6E-1 45' UNKNOWN CALLE SINALOA 40' E/O AVENIDA BERMUDAS 5 913131D T6S-R6E-1 55' UNKNOWN CALLE SINALOA 150' P/P/W 100' E/O AVENIDA BERMUDAS 6 913132D T6S-R6E-1 55' UNKNOWN AVENIDA BERMUDAS 150' P/PM/ 11O'S/0 CALLE SINOLOA 7 93801D T6S-R6E-1 55' UNKNOWN AVENIDA BERMUDAS 150' P/PMI 150' S/O CALLE SINOLOA 8 913133D T6S-R6E-1 5'5 UNKNOWN AVENIDA BERMUDAS-150'-P/P/W-250'-S/O CAL-LE-SINOLOA - 9 93802D T6S-R6E-1 55' UNKNOWN AVENIDA BERMUDAS 150' P/P/W 350' S/O CALLE SINOLOA 10 913134D T6S-R6E-1 55' UNKNOWN AVENIDA BERMUDAS 150' P/PMI 450'S/0 CALLE SINOLOA 11 93803D T6S-R6E-1 55' UNKNOWN AVENIDA BERMUDAS 150' P/PMI 550'S/0 CALLE SINOLOA 12 1203979D T6S-R6E-1 55' UNKNOWN AVENIDA BERMUDAS 150' P/PMI VN/0 CALLE DURANGO 13 913135D T6S-R6E-1 55' UNKNOWN AVENIDA BERMUDAS P/P/W 1 10'S/O CALLE DURANGO 14 92331D T6S-R6E-1 35' UNKNOWN AVENIDA BERMUDAS P/P/W 165'S/0 CALLE DURANGO 15 913138D T6S-R6E-1 55' UNKNOWN AVENIDA BERMUDAS P/P/W 165'S/0 CALLE DURANGO 16 1203980D T6S-R6E-1 35' UNKNOWN AVENIDA BERMUDAS P/PM/ 318'S/0 CALLE DURANGO 17 1052903D T6S-R6E-1 35' UNKNOWN AVENIDA BERMUDAS P/PMI 368' S/O CALLE DURANGO 18 1206600D T6S-R6E-1 35' UNKNOWN AVENIDA BERMUDAS P/P/W 418'S/0 CALLE DURANGO 19 1203981D T6S-R6E-1 35' UNKNOWN AVENIDA BERMUDAS P/PMI 468'S/0 CALLE DURANGO 20 923138D T6S-R6E-1 40' UNKNOWN AVENIDA BERMUDAS P/PMI 518' S/O CALLE DURANGO 21 99300D T6S-R6E-1 45' UNKNOWN CALLE SONORA N/S 150' E/O AVENIDA NAVARRO 22 903742D T6S-R6E-1 45' 1960 CALLE SONORA N/S 150' W/O AVENIDA NAVARRO 23 94006D T6S-R6E-1 40' 1961 CALLE SONORA N/S 150' WO AVENIDA VILLA 24 92175D T6S-R6E-1 40' UNKNOWN CALLE SONORA N/S 150'W/0 AVENIDA MENDOZA 25 904253D T6S-R6E-1 40' UNKNOWN ICALLE SONORA N/S 150' W/O AVENIDA MARTINEZ 26 904254D T6S-R6E-1 40' UNKNOWN ICALLE SONORA N/S 150'W/0 EISENHOWER NEAREST CITY: LA QUINTA IID -684 (7-09) IID POLE ATTACHMENT APPLICATION FORM DATE ISSUED:5-23-12 AUTHORIZATION # N-2 PAGE 20F 2 NO UTILITY REPRESENTATIVE DIVISION -AREA APPROVED BY PROJECT # T IID B. SIMONTON LA QUINTA Proposed by NewPath Networks NEWPATH S. WEINGARDT LA QUINTA 147728 POLE NUMBER TOWN -RANGE -SECTION LENGTH YEAR LOCATION NEWPATH ON IID CR POLES 27 1206596D T6S-R6E-1 40' 1965 CALLE SONORA N/S 150' W/O AVENIDA VELASCO 28 907715D T6S-R6E-1 40' 1965 CALLE SONORA N/S 150' W/O AVENIDA HERRERA 29 907716D T6S-R6E-1 40' 1965 CALLE SONORA N/S 150' W/O AVENIDA VALLEJO 30 907717D T6S-R6E-1 40' UNKNOWN CALLE SONORA N/S 150' W/O AVENIDA RAMIREZ 31 1161536D T6S-R6E-1 40' UNKNOWN CALLE SONORA N/S 50' E/O AVENIDA CARRANZA 32 90718D T6S-R6E-1 35' 1965 AVENIDA RAMIREZ P/P/W 150'& 60' S/O CALLE SONORA 33 90719D T6S-R6E-1 35' UNKNOWN AVENIDA RAMIREZ P/P/W 150'& 160' S/O CALLE SONORA 34 92226D T684R6E=1 35' UNKNOWN AVENIDA RAMIREZ P/PM/-150'-& 260'-5/O CALLE-SONORA 35 912258D T6S-R6E-1 35' UNKNOWN AVENIDA RAMIREZ P/P/W 150'& 329' S/O CALLE SONORA 36 92324D T6S-R6E-1 35' UNKNOWN AVENIDA RAMIREZ P/P/W 150'& 434'S/0 CALLE SONORA 37 38 1161537D 912730D T6S-R6E-1 T6S-R6E-1 40' 35' UNKNOWN UNKNOWN AVENIDA RAMIREZ P/P/W 150'& 20' N/O CALLE ENSENADA AVENIDA RAMIREZ P/PMI 150'& 30' S/O CALLE ENSENADA 39 912731D T6S-R6E-1 35' UNKNOWN AVENIDA RAMIREZ P/P/W 150'& 135'S/0 CALLE ENSENADA 40 912732D T6S-R6E-1 35' UNKNOWN AVENIDA RAMIREZ P/P/W 150'& 240' S/O CALLE ENSENADA 41 92398D T6S-R6E-1 35' UNKNOWN AVENIDA RAMIREZ P/PMI 150'& 340' S/O CALLE ENSENADA 42 919110D T6S-R6E-1 35' UNKNOWN AVENIDA RAMIREZ P/PMI 150'& 342' S/O CALLE ENSENADA 43 922126D T6S-R6E-1 40' UNKNOWN AVENIDA RAMIREZ P/PMI 150'& 442' S/O CALLE ENSENADA 44 92393D T6S-R6E-1 35' UNKNOWN CALLE NOGALES N/S 150' W/O AVENIDA VALLEJO NEAREST CITY: LA QUINTA IID -684 (7-09) DATE ISSUED: 10/11/2012 mo 01114ml -cion :01111 ulT;i>fflin-I ffell �emirl W AUTHORIZATION # NP- L PAGE 1 OF 3 NO UTILITY REPRESENTATIVE DIVISION -AREA APPROVED BY PROJECT # T IID B. SIMONTON LA QUINTA iVWcr...l. Proposed by NewPath Networks 1 NEWPATH S WEINGARDT LA QUINTA 147728 POLE NUMBER TOWN -RANGE -SECTION LENGTH YEAR LOCATION NEWPATH ON Eli? CR POLES 98850D T6S-R6E-SEC12 40 UNKNOWN CALLE NOGALES N/S 150' AVENIDA RAMIREZ 94533D T6S-R6E-SEC12 35 UNKNOWN AVENIDA RAMIREZ PPW 150'& 104' S/O CALLE NOGALES 922127D T6S-R6E-SEC12 40 UNKNOWN AVENIDA RAMIREZ PPW 150'& 120' S/O CALLE NOGALES 94532D T6S-R6E-SEC12 35 UNKNOWN AVENIDA RAMIREZ PPW 150'& 196' S/O CALLE NOGALES 93814D T6S-R6E-SEC12 40 UNKNOWN AVENIDA RAMIREZ PPW 150'& 296' S/O CALLE NOGALES 914297D T6S-R6E-SEC12 35 UNKNOWN AVENIDA RAMIREZ PPW 150'& 396' S/O CALLE NOGALES 99625D T6S-R6E-SEC12 35 UNKNOWN AVENIDA RAMIREZ PPW 150'& 495' S/O CALLE NOGALES 99626D T6S-R6E-SEC12 35 UNKNOWN AVENIDA RAMIREZ PPW 150'& 595' S/O CALLE NOGALES 99288D T6S-R6E-SEC12 40 UNKNOWN CALLE CHIHUAHUA N/S 150' W/O CALLE RAMIREZ 99627D T6S-R6E-SEC12 35 UNKNOWN AVENIDA RAMIREZ PPW 150'& 67' S/O CALLE CHIHUAHUA 912994D T6S-R6E-SEC12 35 UNKNOWN AVENIDA RAMIREZ PPW 150'& 117' S/O CALLE CHIHUAHUA 912995D T6S-R6E-SEC12 35 UNKNOWN AVENIDA RAMIREZ PPW 150'& 217' S/O CALLE CHIHUAHUA 912996D T6S-R6E-SEC12 35 UNKNOWN AVENIDA RAMIREZ PPW 150'&317'S/0 CALLE CHIHUAHUA 913282D T6S-R6E-SEC12 35 UNKNOWN AVENIDA RAMIREZ PPW 150'& 417' S/O CALLE CHIHUAHUA 913283D T6S-R6E-SEC12 40 UNKNOWN AVENIDA RAMIREZ PPW 150'& 515' SIO CALLE CHIHUAHUA 1064245D T6S-R6E-SEC12 45 UNKNOWN CALLE MONTEREY N/S 150' W/O AVENIDA RAMIREZ 913284D T6S-R6E-SEC12 35 UNKNOWN AVENIDA RAMIREZ PPW 150'& 58' S/O CALLE MONTEREY 1026577D T6S-R6E-SEC12 35 UNKNOWN AVENIDA RAMIREZ PPW 150'& 108' S/O CALLE MONTEREY 913285D T6S-R6E-SEC12 40 UNKNOWN AVENIDA RAMIREZ PPW 150'& 218' S/O CALLE MONTEREY 913286D T6S-R6E-SEC12 35 UNKNOWN AVENIDA RAMIREZ PPW 150' & 270' S/O CALLE MONTEREY 99159D T6S-R6E-SEC12 35 UNKNOWN AVENIDA RAMIREZ PPW 150'&378'S/0 CALLE MONTEREY 912438D T6S-R6E-SEC12 45 UNKNOWN AVENIDA RAMIREZ PPW 150'& 486' S/O CALLE MONTEREY 1041774D T6S-R6E-SEC12 35 UNKNOWN AVENIDA RAMIREZ PPW 150'& 592' S/O CALLE MONTEREY 912439D T6S-R6E-SEC12 45 UNKNOWN AVENIDA RAMIREZ PPW 150'& 644' S/O CALLE MONTEREY 912432D T6S-R6E-SEC12 35 UNKNOWN IAVENIDA RAMIREZ PPW 150'& 695' S/O CALLE MONTEREY 908938D T6S-R6E-SEC12 40 1 UNKNOWN ICALLE COLIMA N/S 150' W/O AVENIDA RAMIREZ NEAREST CITY: LA QUINTA IID -684 (7-09) DATE ISSUED: 10/11/2012 IID POLE ATTACHMENT APPLICATION FORM AUTHORIZATION # NP - NO UTILITY REPRESENTATIVE DIVISION -AREA APPROVED BY PROJECT # T IID B. SIMONTON LA QUINTA }7weS`uaoxerx Proposed by NewPath Networks NEWPATH S. WEINGAROT LA QUINTA 147728 POLE NUMBER TOWN -RANGE -SECTION LENGTH YEAR LOCATION NEWPATH ON IID CR POLES 908937D T6S-R6E-SEC12 40 UNKNOWN . CALLE COLIMA NIS 58' E/O OF AVENIDA RAMIREZ 908936D T6S-R6E-SEC12 40 UNKNOWN CALLE COLIMA NIS 108' E/O AVENIDA VALLEJO 908935D T6S-R6E-SEC12 40 UNKNOWN CALLE COLIMA NIS 108' E/O AVENIDA HERRERA 907165D T6S-R6E-SEC12 40 UNKNOWN CALLE COLIMA NIS 108' E/O AVENIDA VELASCO 907163D T6S-R6E-SEC12 40 UNKNOWN CALLE COLIMA NIS 108' E/O EISENHOWER DRIVE 908939D T6S-R6E-SEC12 40 UNKNOWN CALLE COLIMA NIS 108' W/O AVENIDA OBREGON 908940D T6S-R6E-SEC12 40 UNKNOWN CALLE COLIMA NIS 108'W/0 AVENIDA ALVARADO 908941D T6S-R6E-SEC12 40 UNKNOWN CALLE COLIMA NIS 50' E/O AVENIDA RUBIO 912821D T6S-R6E-SEC12 35 UNKNOWN AVENIDA DIAZ PPE 150'& 30' S/O CALLE COLIMA 912822D T6S7R6E-SEC12 35 UNKNOWN AVENIDA DIAZ PPE 150'& 102' S/O CALLE COLIMA 91466D T6S-R6E-SEC12 35 UNKNOWN AVENIDA DIAZ PPE 150'& 425' S/O CALLE COLIMA 91450D T6S-R6E-SEC12 35 UNKNOWN AVENIDA DIAZ PPE 150'& 49T S/O CALLE COLIMA 902849D T6S-R6E-SEC12 40 UNKNOWN AVENIDA DIAZ PPE 150'& 569' S/O CALLE COLIMA 914l0D T6S-R6E-SEC12 35 UNKNOWN AVENIDA DIAZ PPE 150'& 610' S/O CALLE COLIMA 907932D T6S-R6E-SEC12 40 UNKNOWN AVENIDA DIAZ PPE 150'& 651' S/O CALLE COLIMA 91071D T6S-R6E-SEC12 35 UNKNOWN AVENIDA DIAZ PPE 150'& 40' S/O CALLE ARROBA 90957D T6S-R6E-SEC12 35 UNKNOWN AVENIDA DIAZ PPE 150' &168' S/O CALLE ARROBA 90956D T6S-R6E-SEC12 40 UNKNOWN AVENIDA DIAZ PPE 150' &193' S/O CALLE ARROBA 913049D T6S-R6E-SEC12 35 UNKNOWN AVENIDA DIAZ PPE 150'& 293' S/O CALLE ARROBA 1211629D T6S-R6E-SEC12 40 UNKNOWN AVENIDA DIAZ PPE 150'& 393' S/0 CALLE ARROBA 922569D T6S-R6E-SEC12 40 UNKNOWN AVENIDA DIAZ PPE 150'& 445' S/O CALLE ARROBA 9045628D T6S-R6E-SEC12 45 UNKNOWN CALLE CHILLON NIS 108' W/O AVENIDA DIAZ 9130510D T6S-R6E-SEC12 35 UNKNOWN AVENIDA DIAZ PPE 150'& 20' S/O CALLE CHILLON NEAREST CITY: LA QUINTA IID -684 (7-09) IID POLE ATTACHMENT APPLICATION FORM DATE ISSUED: fC/11/?.012 AUTHORIZATION # NP -3 PA(,E 3 OF 3 NO UTILITY - REPRESENTATIVE DIVISION,AREA APPROVED BY PROJECT It T 110 B. SIMONTON LA QUINTA Vlf Ir—v.— Proposed by NeWPam Networks NEWPATH S. WEINGAROT LA OUINTA 147728 POLE NUMBER TOWN.RANOE.4ECTION LENGTH YEAR LOCATION 0225680 T6$-R6E-SEC12 NEWPATH ON IID CR POLES 40 UNKNOWN AVENIDA DIAZ PPE 150'& 92' S/0 CALLE CHILLON 913052D T6S-R6E-SEC12 35 UNKNOWN AVENIDA DIAZ PPE 150'& 195'S/0 CALLE CHILLON 913053D T8S-ri6E-SEC12 35 UNKNOWN AVENIDA DIAZ PPE 150'& 245' SIO CALLE CHILLON 12111040 T6S-RBE-SEC12 40 UNKNOWN CALLE MADRID N/S 108' W/O AVENIDA RUBIO 95055D T6S-R6E-SEC12 35 UNKNOWN CALLE MADRID SIS 108' W/O AVENIDA RUBIO 035790 T6S-R6E.SEC12 35 UNKNOWN AVENIDA DIA7. PPF.. 150'8 101' S/0 CALLE MADRID 91852D TOS-ROF-SEC12 40 UNKNOWN AVENIDA DIAZ PPE 150' & 254' S/O CALLE MADRID 919942D TGS-R6E-SEC12 35 UNKNOWN AVENIDA DIAZ PPE 150' & 33U S/0 CALLE MADRID 919944D T6S-RGE-SEC12 35 UNKNOWN AVENIDA DIAL: PPE 130'& 402' S/O CALLE MADRID 9029459 T6S-R6E-SEC12 35 UNKNOWN AVENIDA DIAZ PPE 150' &474' SIO CALLE MADRID 903375D T6S-ROE-SEC12 35 UNKNOWN AVENIDA DIAZ PPE 159- &30' S/0 CALLE TEMECULA IID -684 (7-09) DATE ISSUED: 10111/2012 IID POLE ATTACHMENT APPLICATION FORM W AUTHORIZATION # NP- PAGE 1 OF 3 NO UTILITY REPRESENTATIVE DIVISION -AREA APPROVED BY PROJECT # T IID B. SIMONTON LA QUINTA VWcr.t.. Proposed by NewPath Networks NEWPATH S WEINGARDT LA QUINTA 147728 POLE NUMBER TOWN -RANGE -SECTION LENGTH YEAR LOCATION NEWPATH ON IRS CR POLES 98850D T6S-R6E-SEC12 40 UNKNOWN CALLE NOGALES N/S 150' AVENIDA RAMIREZ 945330 T6S-R6E-SEC12 35 UNKNOWN AVENIDA RAMIREZ PPW 150'& 104' S/O CALLE NOGALES 922127D T6S-R6E-SEC12 40 UNKNOWN AVENIDA RAMIREZ PPW 150'& 120' S/O'CALLE NOGALES 94532D T6S-R6E-SEC12 , 35 UNKNOWN AVENIDA RAMIREZ PPW 150'& 196' S/O CALLE NOGALES 93814D T6S-R6E-SEC12 40 UNKNOWN AVENIDA RAMIREZ PPW 150'& 296' S/0 CALLE NOGALES 914297D T6S-R6E-SEC12 35 UNKNOWN AVENIDA RAMIREZ PPW 150'& 396' S/O CALLE NOGALES 99625D T6S-R6E-SEC12 35 UNKNOWN AVENIDA RAMIREZ PPW 150'& 495' S/O CALLE NOGALES 99626D T6S-R6E-SEC12 35 UNKNOWN AVENIDA RAMIREZ PPW 150'& 595' S/O CALLE NOGALES 99288D T6S-R6E-SEC12 40 UNKNOWN CALLE CHIHUAHUA N/S 150' W/0 CALLE RAMIREZ 99627D T6S-R6E-SEC12 35 UNKNOWN AVENIDA RAMIREZ PPW 150'& 67' S/O CALLE CHIHUAHUA 912994D T6S-R6E-SEC12 35 UNKNOWN AVENIDA RAMIREZ PPW 150'& 117' S/O CALLE CHIHUAHUA 912995D T6S-R6E-SEC12 35 UNKNOWN AVENIDA RAMIREZ PPW 150'& 217' S/0 CALLE CHIHUAHUA 912996D T6S-R6E-SEC12 35 UNKNOWN AVENIDA RAMIREZ PPW 150'&317'S/0 CALLE CHIHUAHUA 913282D T6S-R6E-SEC12 35 UNKNOWN AVENIDA RAMIREZ PPW 150'& 417' S/O CALLE CHIHUAHUA 913283D T6S-R6E-SEC12 40 UNKNOWN AVENIDA RAMIREZ PPW 150'& 515' S/O CALLE CHIHUAHUA 1064245D T6S-R6E-SEC12 45 UNKNOWN CALLE MONTEREY N/S 150' W/O AVENIDA RAMIREZ 913284D T6S-R6E-SEC12 35 UNKNOWN AVENIDA RAMIREZ PPW 150'& 58' S/O CALLE MONTEREY 1026577D T6S-R6E-SEC12 35 UNKNOWN AVENIDA RAMIREZ PPW 150' & 108' S/O CALLE MONTEREY 913285D T6S-R6E-SEC12 40 UNKNOWN AVENIDA RAMIREZ PPW 150'& 218' S/O CALLE MONTEREY 913286D T6S-R6E-SEC12 35 UNKNOWN AVENIDA RAMIREZ PPW 150'& 270' S/O CALLE MONTEREY 99159D T6S-R6E-SEC12 35 UNKNOWN AVENIDA RAMIREZ PPW 150'&378'S/0 CALLE MONTEREY 912438D T6S-R6E-SEC12 45 UNKNOWN AVENIDA RAMIREZ PPW 150'& 486' S/O CALLE MONTEREY 1041774D T6S-R6E-SEC12 35 UNKNOWN AVENIDA RAMIREZ PPW 150'& 592' S/0 CALLE MONTEREY 912439D T6S-R6E-SEC12 45 UNKNOWN AVENIDA RAMIREZ PPW 150'& 644' S/O CALLE MONTEREY 912432D T6S-R6E-SEC12 1 35 UNKNOWN IAVENIDA RAMIREZ PPW 150'& 695' S/O CALLE MONTEREY 908938D T6S-R6E-SEC12 40 1 UNKNOWN ICALLE COLIMA N/S 150' W/O AVENIDA RAMIREZ NEAREST CITY: LA QUINTA . r V IID -684 (7-09) DATE ISSUED: 10/11/2012 IID POLE ATTACHMENT APPLICATION FORM AUTHORIZATION # NP -3 PAGE 2 OF 3 NO UTILITY REPRESENTATIVE DIVISION -AREA APPROVED BY PROJECT # T IID B. SIMONTON LA QUINTA Proposed by NewPath Networks NEWPATH S. WEINGARDT LA QUINTA 147728 POLE NUMBER TOWN -RANGE -SECTION LENGTH YEAR LOCATION NEWPATH ON IID CR POLES 908937D T6S-R6E-SEC12 40 UNKNOWN CALLE COLIMA NIS 58' E/O OF AVENIDA RAMIREZ 908936D T6S-R6E-SEC12 40 UNKNOWN CALLE COLIMA NIS 108' E/O AVENIDA VALLEJO 908935D T6S-R6E-SEC12 40 UNKNOWN CALLE COLIMA NIS 108' E/O AVENIDA HERRERA 907165D T6S-R6E-SEC12 40 UNKNOWN CALLE COLIMA NIS 108' E/O AVENIDA VELASCO 907163D T6S-R6E-SEC12 40 UNKNOWN CALLE COLIMA NIS 108' E/O EISENHOWER DRIVE 908939D T6S-R6E-SEC12 40 UNKNOWN CALLE COLIMA NIS 108' W/O AVENIDA OBREGON 908940D T6S-R6E-SEC12 40 UNKNOWN CALLE COLIMA NIS 108' W/O AVENIDA ALVARADO 908941D T6S-R6E-SEC12 40 UNKNOWN CALLE COLIMA NIS 50' E/O AVENIDA RUBIO 912821D T6S-R6E-SEC12 35 UNKNOWN AVENIDA DIAZ PPE 160'& 30' S/O CALLE COLIMA 912822D T6S-R6E-SEC12 35 UNKNOWN AVENIDA DIAZ PPE 150'& 102' S/O CALLE COLIMA 91466D T6S-R6E-SEC12 35 UNKNOWN AVENIDA DIAZ PPE 150'& 425' S/O CALLE COLIMA 91450D T6S-R6E-SEC12 35 UNKNOWN AVENIDA DIAZ PPE 150'& 497' S/O CALLE COLIMA 902849D T6S-R6E-SEC12 40 UNKNOWN AVENIDA DIAZ PPE 150'& 569' S/O CALLE COLIMA 914100 T6S-R6E-SEC12 35 UNKNOWN AVENIDA DIAZ PPE 150'& 610' S/O CALLE COLIMA 907932D T6S-R6E-SEC12 40 UNKNOWN AVENIDA DIAZ PPE 150'& 651' S/O CALLE COLIMA 91071D T6S-R6E-SEC12 35 UNKNOWN AVENIDA DIAZ PPE 150'& 40' S/O CALLE ARROBA 90957D T6S-R6E-SEC12 35 UNKNOWN AVENIDA DIAZ PPE 150' &168' S/O CALLE ARROBA 90956D T6S-R6E-SEC12 40 UNKNOWN AVENIDA DIAZ PPE 150'&193'S/0 CALLE ARROBA 913049D T6S-R6E-SEC12 35 UNKNOWN AVENIDA DIAZ PPE 150'& 293' S/O CALLE ARROBA 1211629D T6S-R6E-SEC12 40 UNKNOWN AVENIDA DIAZ PPE 150'& 393' S/0 CALLE ARROBA 922569D T6S-R6E-SEC12 40 UNKNOWN AVENIDA DIAZ PPE 150'& 445' S/O CALLE ARROBA 9045628D T6S-R6E-SEC12 45 UNKNOWN CALLE CHILLON NIS 108' W/O AVENIDA DIAZ 9130510D T6S-R6E-SEC12 35 UNKNOWN AVENIDA DIAZ PPE 150'& 20' S/0 CALLE CHILLON NEAREST CITY: LA QUINTA IID -694 (7-09) III) POLE ATTACHMENT APPLICATION FORM DATE ISSUED: - 10/1112012 AUTHORIZA11ON III NP -3 PACE 3 OF 3 NO UTILITY REPRESENTATIVE DIVISION -AREA APPROVED BY PROJECT 9 T 80 1 D. sIMOHroN LA oUINTA 7lWeR o m, Proposed by NewPath Networks NEWPATH S. WEINGAROT LA OUINTA 147728 POLE NUMBER TOWN -RANGE -SECTION LENGTH YEAR LOCATION 922WBD TMR6E-SEC12 NEWPATH ON IID CR POLES 40 UNKNOWN AVENIDA DIAZ PPE 150'& 92'S/0 CALLE CHILLON 913052D T6S-R6E-SEC12 35 UNKNOWN AVENIDA DIAZ PPE 150' & 195' S/O CALLE CHILLON 913053D T6S-R6E-SEC12 35 UNKNOWN AVENIDA DIAZ PPE 150'& 24V 5/0 CALLE CHILLON 12111040 T6S-R6E-SEC12 40 UNKNOWN CALLE MADRID NIS 108'W/0 AVENIDA RUBIO 95055D T6S-R6E-SEC12 35 UNKNOWN CALLE MADRID SIS 108' W/0 AVENIDA RUBIO 03579D T6S-R6E-SEC12 35 UNKNOWN AVENIDA DIA7 PPE 150' & 101'S/0 CALLE MADRID 91052D TOS-R6E-SEC12 40 UNKNOWN AVENIDA DIAZ PPE 150' & 254'S/0 CALLE MADRID 919942D TOS-RGE-SEC12 35 UNKNOWN AVENIDA DIAZ PPE 150 & 33U SIO CALLE MADRID 919944D T6S-R6E-SEC12 35 UNKNOWN AVENIDA DIAZ PPE 150'& 402' S/O CALLE MADRID 902945D T6S-R6E-SEC12 35 UNKNOWN AVENIDA DIAZ PPE 150' &474' S/O CALLE MADRID 9033750 T6S-R6F_-SEC12 35 UNKNOWN AVENIDA DIAZ PPE 150' &30' SIO CALLE TEMECULA ►i I f. LA QUINTAj'' f -D UG# LAD088-UGO5 ..._ 3 ly 1, r f e ii Crown CEEAV SEATTLE, WA AVE. NORTX,SUITE 750 rt 1 e. o: a -» -- _ -�.. �, O ••M ph"'( WA Sal V6onr: 1206) ]767202 Frz (206)2367760 "" '�` w. , t obi '4 •• �1 A 4 • 4 7 ,y+ FOR ALL LEASE DUCT SEE DWG #LAD088-F • 7«.tt. .« '"t" X1....1.' w .<. `� w ` .., nw. t � •jP<.-,_,.r4-! 4! i I"- il.w ! -,v I d ° a � � i M 4-•y ew ...._ � It UG# LAD088-UG07 Fa I Imp �.''' a i UG# LADOBS-UG06 e �^ lam'+ ..«...(1 �, (' «.« ` 1 � �..•... i (I� k ° It {i.. : ,_ i i �� �� + .. , •� ' " t � FOR ALL AERIAL SEE DWG i e { . a ! i s #LADO88-F ° t t d . di s s ! 7i ;� it (t fit, t 1 t ! If t it 11 Aw +i �l a. <i'<,,.... t-« � :':... i.,,. a=".. ' - d�'^„,_ i.., I._ is...... ° ,,., 3t "` t TMs; � 1 ; v `s '.•... r •, ,. Y LAD088-02 c c.u.um. c.u: urn. "'<.» '• .o. ! ! d!' ! i t s 1 It it 1 i i I I" if . LEGEND SYMBOLS ( d v. ' • r... AERIAL ROUTE .� UG#LAD088-UG09 , , . UNDERGROUND LEASE DUCT ' ���� UNDERGROUND ROUTE ! I f F i i ( I { a STREET LIGHT POLE STEEL POLE i I— if if " I' !"' JPA POLE FOR ALL AERIAL SEE DWG { d HUB LOCATION r d F € F #LAD088-F d �� DATE: 07.24-12 SHEET IOF2 LAD088-01 ' 1 i i« I I I (I ri UG# LAD088-UG08w " i� f s TQ ✓ et4 c 4 rio S ! 't�; Y A -e r ,k Fo,, 4.e_ 0, H z D a Q J H Z D CY Q .J LA QUINTA SITED/ POLE TYPE I RAD 1 RAD 2 LAD088-01 City of La Quinta SrS Calle Temecula STEEL POLE 32'48' 27'-0" 11 4'W/O C/L Avenida Rubio LA0088.02 City of La Qulnta STREET LIGHT E/S Eisenhower Dr. POLE 32,-8, 27'-0' 108' WO C/L Calle Colima FIBER FOOTAGE AERIAL 12,685' LEASE UG 20,282' BURIED 10,721' TOTAL FIBER FOOTAGE TBD H z D a Q J H Z D CY Q .J I LA QUINTA p � s [n L..r ,� r•i r.rraAWr. ra„��"mmr. r. r!m r. r. a.r.�ri ����- "n:w- -r UG# LAD088-UG10 1-•- 1;9 UG# LAD088•UG04 Ole 4 j DWG#LADO88-F — --_ s; a i 1 Ja! a f Y .r S •,�F k r3 � UG# LAD088-UG04 l ' \L,YM /tMM• •.+r �Ytu.iY..- .. ---,'E•ih, "w., r, ,.r.r•_ fYMM �� ._ R. 1 CIE UG# LAD088-UG03 i 1 � LEGEND SYMBOLS J ' � ,1 i • I i AERIAL ROUTE UNDERGROUND LEASE DUCT / 1 =FORALLLEASE DUCT SEE UNDERGROUND ROUTE 1 1 D088 -F STREET LIGHT POLE '. STEEL POLE 1. UG# LAD088-UG02 JPA POLE � HUB LOCATION i / • i DATE: 07-24-12 SHEET 2OF2 h� HUB - LAD088 ■ 4 S »_, $4001 MADISON —ST. 8LAQUINTA, CA 25 088U01 ir k w f . 5t 1 i ' JY -S I �` H Z D CY H z D Or LA QUINTA SITE# POLE TYPE RAD 1 RAD 2 LAD088-03 City of La Ounta STREET LIGHT EIS JeffersonSL POLE 34'-8' 2T-3• 93' N/O CIL Village Club Dr. LAD088-04 City of O Ave.S/S 50th e. STEEL POLE 191-81 N/A 77 W/O CIL Heatherglen LAD088-05 City of La Ounta STREET LIGHT S/S Avenue 52 POLE 34'-8' 2T-3' 214' FJO CX Jefferson St. FIBER FOOTAGE AERIAL 12,685' LEASE UG 20,282' BURIED 10,721' TOTAL FIBER FOOTAGE TBD HUB - LAD088 ■ 4 S »_, $4001 MADISON —ST. 8LAQUINTA, CA 25 088U01 ir k w f . 5t 1 i ' JY -S I �` H Z D CY H z D Or eAC�TL E CITY OF LA QUINTA FIBER-OPTIC CABLE PLACEMENT THIS PROJECT CONSISTS OF THE INSTALLATION OF APPROXIMATELY 13,102' OF 24 -SM AERIAL FIBER OPTIC CABLE LASHED TO 12,788' OF 6M 5/16' HS STRAND ON EXISTING IID JOINT UTILITY POLES WITHIN THE PUBLIC R.O.W. CROWN CASTLE PROPOSES TO PLACE 6,837' OF 24 -SM F.O.C. AND 26,142' OF 72 -SM F.O.C. IN NEW 2' CONDUIT HDPE DUCT AND APPROVED VERIZON CALIFORNIA LEASED DUCT AS SHOWN ON DRAWING. THE FOLLOWING SCOPE OF WORK (SOW) IDENTIFIES THE UNDERGROUND CONTINUITY REQUIRED FOR CROWN CASTLE DAS SYSTEM. THIS WORK WILL INCLUDE INSTALLING NEW CONDUIT (SEE CROWN CASTLE SUBSTRUCTURE DRAWINGS) ✓t SPLICE VAULTS CONNECTING THE 0/H OSP FIBER TO THE COMMUNICATION NODE EQUIPMENT. PROJECT DESCRIPTION OWNER: APPLICANT: CROWN CASTLE CROWN CASTLE 1100 DEXTER AVE. SUITE 250 1100 DEXTER AVE. SUITE 250 SEATTLE, WA 98109 SEATTLE, WA 98109 PHONE: (206) 336-7382 PHONE: (206) 336-7382 ZONING: WIRELESS IMPLEMENTATION ENGINEER: N/A N/A APN/: JURISDICTION: (805) 234-1431 CRY OF LA QUINTA N/A (818) 898-2352 FIELD ENGINEER PROJECT SUMMARY SUBSTRUCTURE ENGINEER: EDDIE ORTEGA TCP ENGINEERS LARRY THORNE CROWN CASTLE CONTACTS: ENGINEERING COMPANY: PROJECT MANAGER: PHONE: CABLE ENGINEERING SERVICES STEVE WEINGARDT (805) 732-0576 10640 SEPULVEDA BLVD. SURE 1 MISSION HILLS, CA. 91345 PHONE (818) 898-2352 CONSTRUCTION MANAGER: PHONE: STEVE PA71NO (805) 234-1431 PROJECT. MANAGER: JOANE FISHER (818) 898-2352 FIELD ENGINEER PHONE: SUBSTRUCTURE ENGINEER: EDDIE ORTEGA TCP ENGINEERS LARRY THORNE (805) 704-4909 MOISES MARTINEZ (818) 898-2352 PROJECT.TEAM - PROJECT NAME LAD088-F TCP #'S: LAD088-F-TCP SHEET TITLE: COVER SHEET 0 c�zAow Crown Castle 1100 DEXTER AVE. SUITE 250 SEATTLE, WA 98109 Phone: (206) 336.7982 PLANS PREPARED BY: ie eng engineering seryices PRESCOTT COMMUNICATIONS INC. 10640 Sepulveda Blvd. Suite 1, Mission Hills, CA 91345 Phone No.: (818)898-2352 Fax No.: (818)898-9186 REVISIONS: NO.S IA17 DESCRIPTION BY 1 08-01.12 PRELIMINARY CO C.E.S. 2 084312 CD FINAL C.E.S. PROJECT: LA QUINTA PROJECT NO.: 76000511-1 THOMAS GUIDE PAGE NO.: 5530, 5470, 849, 879, SHEET NO. 1 OF 14 CONSTRUCTION NOTES: 1. DO NOT CUT/SPLICE FIBER OPTIC CABLE WITHOUT CONSULTING WITH CROWN CASTLE REPRESENTATIVES. 2. AERIAL FIBER SLACK LOOPS ARE TO BE MOUNTED IN "SNOW SHOES" AND ATTACHED TO STRAND. 3. RACK AND SECURE THE SLACK LOOPS IN MANHOLES. CALLE SHEET 13 CALLE MONTEREY CALLE COLIMA SHEET 11 ]Hhuud�uuu 1 X z Ln n PFIFInFl� W CALLE ENSENADA on C �� CALLE NOGALES > = W CALLE ao c a a o SINAL( FIELD REVISION: _ Z W W Z _ as>>U) a Q W CD FINAL ]Hhuud�uuu 1 ii �� Ln n PFIFInFl� W CALLE ENSENADA on C �� CALLE NOGALES ]TEE CHIHUAHUA SHEET 12 8S LAD088.02 II II II I I U.G. FEED 50TH AVE. �I 6S LAD088•UGos SHEET 10 IN CALLE TAMPICO 19 AVE. LA FONDA La M � O o u 52ND AVE. A--* —� ILAD088-UG10 0.•_____L0..____L0.��■ �� - r � tl tl LAD088.04 F U.G. FEED t CITY OF LA QUINTA SHEET 9 SHEET 8 J I L. 50TH AVE. i o � a � U _ C IILLOMELO VERANO DR. I SHEET 7 (n z 0 V1 o: W t W SHEET 6 2S A AVE.- r- rQ .l LADOSS-UG04 LAD088.OS U.G. FEED C -Im rn rn 0 0 Z SHEET 5 9 SHEET 3 yam. � h0? kL54TH AVE.LD.9____LD. LD. A____LD. A____LD. HUB LAD088 f' 54001 MADISON ST. LA QUINTA, CA 92253 1 S LAD088-UGO1 SHEET 4 f w � s N.T.S. PROJECT NAME: LAD060-F FACO ASLE I CYDWn CaWe 1100 DEITEN AYE SW1E 750 SEAtYu: WA ■109 ".— DON asm ®ng/n®®ring services PRESCOTT COMMUNICATIONS INC. 10640 SWAVeoe BNO. Supe 1, Mission MK CA 87345 Ph— Na: (B1B)098-2352 F. No.: (818)098.8166 DESCRIPTION DATE 1 ii �� �� �� II 30 36,605' FIELD REVISION: ' FIELD REVISION: CALLE ARROBA W o o _ 0601-12 CD FINAL 080112 NEW CABLE ARMS 15 NEW GUARD ARMS 31 NEW ANCHORS DIRT. 10 NEW ANCHORS CONC. - CALLE CHILLON Q a.Q Q Q W W g v z > _ > W DESCRIPTION NooE NODE 10C L>,0 0 0 Q Q >< MID SHEATH NO CUT LOCATION . �L FIBER CABLE SLACK LOOP -144-SMS SINGLE MODE FIBER STRANDS z z z z z W W W W W CALLE MADRID > > > > > a a a a s � OS 1$ -AlL CALLE TEMECULA LEGEND 1088.01m LAD088•000B . FEED A CROWN CASTLE (NPN) NODE LOCATION 0 o a e CROWN CASTLE (NPN) HUB LOCATION z z a a Z SHEET 14 CROWN CASTLE OVERHEAD FIBER _ _ — CROWN CASTLE UNDERGROUND FIBER ■���•■ CROWN CASTLE LEASE DUCT 1 S SYMBOL COUNT FOR SPLICE LOCATION SHEET 9 SHEET 8 J I L. 50TH AVE. i o � a � U _ C IILLOMELO VERANO DR. I SHEET 7 (n z 0 V1 o: W t W SHEET 6 2S A AVE.- r- rQ .l LADOSS-UG04 LAD088.OS U.G. FEED C -Im rn rn 0 0 Z SHEET 5 9 SHEET 3 yam. � h0? kL54TH AVE.LD.9____LD. LD. A____LD. A____LD. HUB LAD088 f' 54001 MADISON ST. LA QUINTA, CA 92253 1 S LAD088-UGO1 SHEET 4 f w � s N.T.S. PROJECT NAME: LAD060-F FACO ASLE I CYDWn CaWe 1100 DEITEN AYE SW1E 750 SEAtYu: WA ■109 ".— DON asm ®ng/n®®ring services PRESCOTT COMMUNICATIONS INC. 10640 SWAVeoe BNO. Supe 1, Mission MK CA 87345 Ph— Na: (B1B)098-2352 F. No.: (818)098.8166 DESCRIPTION DATE CONSTRUCTED BY: EXIST. WOOD POLES DRAFTED BY: C.E.S. 08-01-12 FIELD ENGINEERING BY: C.E.S. 02-20-12 FIELD REVISION: 36,605' FIELD REVISION: ' FIELD REVISION: 19,939' REVISION DATE PREUMINARY CD 0601-12 CD FINAL 080112 NEW CABLE ARMS 15 NEW GUARD ARMS 31 NEW ANCHORS DIRT. 10 NEW ANCHORS CONC. - SYMBOLS DESCRIPTION NooE NODE FIBER CABLE SPLICE N t MID SHEATH NO CUT LOCATION . �L FIBER CABLE SLACK LOOP -144-SMS SINGLE MODE FIBER STRANDS NEW BUILD LA QUINTA EXIST. WOOD POLES 113 EXIST. STEEL POLES - NEW 11/4" SUBDUCT 36,605' NEW STRAND FTG. 12,788' NEW FIBER - 24 19,939' NEW FIBER - 72 26,142' NEW U.G. 11,137' EXIST. U.G. LEASED DUCT 20,552' NEW CABLE ARMS 15 NEW GUARD ARMS 31 NEW ANCHORS DIRT. 10 NEW ANCHORS CONC. - PROJECT: LA QUINTA PROJECT NO.: 76000511-1. THOMAS GUIDE PAGE NO.: 5530, 5470, 849, 879 SHEET NO.2 OF 14 It ft w Cm G Z F - w w 2 U) 0 H 2 U Q 0 EXIST. VZN Y.H. 0281 781' U.G. EXIST. VZN Y.H. 0282 780 U.G. 80' FIBER EXIST. VZN SLACK LOOP IY.H. 0283 759' U.G. EXIST. VZN M.H. 0148 788' U.G. 488'JG---LD.----------LD. -- ---LD.•---- - LD. ----------LD. -- - -- LD. -----------LD.---------- I 72—s 72—s NEW FIBER — 24 72-S 72-S � FIBER CABLE 54TH AVE STACK LOOP —144—SM— SINGLE MODE NEW CABLE ARMS FIBER STRANDS NEW U.G. 0 NEW ANCHORS DIRT 0 NEW ANCHORS CONC. . FOR CROWN CASTLE SEE DRAWING N: LAD088-U HUB 54001 MADISON ST. LA QUINTA, CA 92253 LEAVE 100' FOC COIL FOR TERMINATION M.H. 0284 'D 54TH AVE CANANERO CIR I )NTRACTOR TO STUB & CAP )-2' HDPE CONDUIT FOR FUTURE USE. G7 `SWAY PROJECT NAME: LA QUINTA LAD088-AF C O AS E Crown Castle 11W DEXTER AVE SUITE 7c10 SEATI$ WAMS pt'a- mm 3767TH Fu PM n&?= cab/® ®ngln®nrYng services PRESCOTT COMMUNICATIONS INC. 10800 SVUveEe BNa State 1, 39SWM KU CA 91345 Phom No.: (818)898.2352 Fu No.: (818)898.9188 SYMBOLS DESCRIPTION ® NODE EXIST. STEEL POLES FIBER CABLE NEW W SUBDUCT SPLICE x c MID SHEATH NEW FIBER — 24 NO CUT LOCATION � FIBER CABLE _ STACK LOOP —144—SM— SINGLE MODE NEW CABLE ARMS FIBER STRANDS NEW BUILD EXIST. WOOD POLES 0 EXIST. STEEL POLES 0 NEW W SUBDUCT 0 NEW STRAND FTG. 0 NEW FIBER — 24 0 NEW FIBER — 72 3,917' NEW U.G. 223' EXIST. U.G. LEASED DUCT 3,514' NEW CABLE ARMS 0 NEW GUARD ARMS 0 NEW ANCHORS DIRT 0 NEW ANCHORS CONC. 0 PROJECT: CITY OF LA QUINTA PROJECT NO.: 76000511-1 THOMAS GUIDE PAGE NO.: 5530 — C2, C3 SHEET NO.3 OF 14 EXIST. VZN M.H. /102 54TH AVE MATCH TO SHEET NUMBER 5 I R CROWN CASTLE SUBSTRUCTURE E DRAWING NO.: LAD088-UG02 PLACE (3) 1-1/4' SUBDUCTS WITH SEPARATE IDENTIFYING MARKS BETWEEN EXIST. VZN M.H. #278 AND EXIST. VZN M.H. #102 LEASED DUC NEW U.G. EXIST. VZN LEASED DUCT EXIST. VZN :� M.H. #278 Y.H. #279 692' U.G. ----LD.--------LD.----------- LO. --- --LD. 72-S 72-5 EXIST. VZ M.H. #280 785' U.G. ---LD.---------LD.----LD.-- S4THTAVE PROJECT NAME: LA QUINTA LAD088-AF CA' AS E Crown Castle llW 00 TE9 AVE. S=2M SFATtLE.WAM09 ph.- (m 33&7= F¢ Pq JS6T9® Cab1® ®ngine®ring services PRESCOTT COMMUNICATIONS INC. 10640 SWAvee9 BNa Seita 1. Mission WM CA 91345 Pnorie No.: (818)898.2352 Fmc No.: (618)8985786 SYMBOLS DESCRIPTION ® NODE EXIST. STEEL POLES FIBER CABLE NEW I%* SUBDUCT SPUCE N c MID SHEATH NEW FIBER — 24 NO CUT LOCATION NEW FIBER — 72 FIBER CABLE NEW U.G. SLACK LOOP —144—SM— SINGLE MODE NEW CABLE ARMS FIBER STRANDS NEW BUILD CITY OF LA QUINTA EXIST. WOOD POLES 0 EXIST. STEEL POLES 0 NEW I%* SUBDUCT 1,479 NEW STRAND FTG. 0 NEW FIBER — 24 0 NEW FIBER — 72 2,729' NEW U.G. 493' EXIST. U.G. LEASED DUCT 2,236' NEW CABLE ARMS 0 NEW GUARD ARMS 0 NEW ANCHORS DIRT 0 NEW ANCHORS CONC. 0 PROJECT: CITY OF LA QUINTA PROJECT NO.: 76000511-1 THOMAS GUIDE PAGE NO.: 5530 — A3, B3 SHEET N0. 4 OF 14 MATCH TO SHEET NUMBER 6 MATCH TO SHEET NUMBER 4 PROJECT NAME: LA QUINTA LAD088-AF C O AS E Crown Castle 1100lr AAVE-731 PE (, WA07109 P. (700) A67}R F¢ (708 33&7= cab/® ®ng/n®®r/ng services PRESCOTT COMMUNICATIONS INC. 10540 Seyd SW BNQ Sucre 1, Wssbn Ni05, CA 91345 Phn No.: (016)89&2352 Fm No.: (818)09&9188 SYMBOLS r ® NODE EXIST. STEEL POLES 0 N c MID SHEATH NO CUT LOCATION LEASED DUCT 1 I —144—SM— SINGLE MODE FIBER STRANDS NEW FIBER —72 I NEW U.G. 725' EXIST. U.G. LEASED DUCT 2,051' NEW CABLE ARMS 0 NEW GUARD ARMS 0 NEW ANCHORS DIRT 0 NEW ANCHORS CONC. 0 1 I � 7J r N .I EXIST. VZ 1 M.H. #275 FORCROWN CASTLE SUBSTRUCTURE SEE DRAWING NO.: LAD066-UG03 PLACE (3) 1-1/4' SUBDUCTS WITH SEPARATE IDENTIFYING MARKS BETWEEN EXIST. VZN M.H. #129 AND EXIST. VZN Y.H. #275 N N C NEW U.G. VILLAGE CLUB DR EXIST. VZN M.H. #129 r 0 1 I LEASED DUCT I 1 1 , r � v � 1 C i;7 I I I N N 1 r 0 I EXIST VZN I Y.H. #276 r 0 LEASED DUCT I I 4_ I rn • 1 I , m r I . c I I 1 I v I 7s N r 0 MATCH TO SHEET NUMBER 4 PROJECT NAME: LA QUINTA LAD088-AF C O AS E Crown Castle 1100lr AAVE-731 PE (, WA07109 P. (700) A67}R F¢ (708 33&7= cab/® ®ng/n®®r/ng services PRESCOTT COMMUNICATIONS INC. 10540 Seyd SW BNQ Sucre 1, Wssbn Ni05, CA 91345 Phn No.: (016)89&2352 Fm No.: (818)09&9188 SYMBOLS DESCRIPTION ® NODE EXIST. STEEL POLES FIBER CABLE SPLICE N c MID SHEATH NO CUT LOCATION 50 FIBER CABLE SLACK LOOP —144—SM— SINGLE MODE FIBER STRANDS NEW FIBER —72 NEW BUILD EXIST. WOOD POLES 0 EXIST. STEEL POLES 0 NEW 19* SUBDUCT 2,175' NEW STRAND FTG. 0 NEW FIBER — 24 0 NEW FIBER —72 2,776' NEW U.G. 725' EXIST. U.G. LEASED DUCT 2,051' NEW CABLE ARMS 0 NEW GUARD ARMS 0 NEW ANCHORS DIRT 0 NEW ANCHORS CONC. 0 PROJECT: CITY OF LA QUINTA PROJECT NO.: 76000511-1 THOMAS GUIDE PAGE NO.: 5530 — A2 SHEET N0. 5 OF. 14 9 MATCH TO SHEET NUMBER 7 N n n DESCRIPTION ® NODE z FIBER CABLE 0 SPLICE a EXIST. VZN M.H. 0188 W NO CUT LOCATION {7 FIBER CABLE p FOR CROWN CASTLE SUBSTRUCTURE 43 SEE DRAWING NO.: LAD088-UG04 NEW CABLE ARMS NEW U.G. ' LAD088.05 NEW ANCHORS DIRT U.G. FEED NEW U.G. 0 2S EXIST. VZN 52ND AVE M.H. I 334' 52ND AVE 35 U.G. _1 I r FOR CROWN CASTLE SUBSTRUCTURE ROPOSE6 PULL BOX SEE DRAWING NO.: LAD088-UG04 j 2'x3' 100' FIBER g SLACK LOOP c c2 I N LEASED DUCT c •1 EXIST' VZN M.H. *274 0 z I r c LEASED DUCT 4n I I ROSEWOOD LN + C I � I I I v � EXIST. VZN Io�r M.H. 0128 r LEASED DUCT 1 1 `+o I 4D I V • I N 11111 I I r C I EXIST. VZ I M.H. /327 1 I I MATCH TO SHEET NUMBER 5 PROJECT NAME: LA QUINTA LAD088-AF 0 CO AS LE Crown Castle 1100 DEMR AVE SWfE 28 SEAME. WA 001W Ph. (mel AGAR F¢ Ove12067m ko cabie engine®ring ow services PRESCOTT COMMUNICATIONS INC. 10640 SVWvada BNL SLA. 1. WSsi00 Kit% CA 91345 Pr— No.: (818)098-2352 Fm No.: (818)098-8186 SYMBOLS DESCRIPTION ® NODE EXIST. STEEL POLES FIBER CABLE NEW 19" SUBDUCT SPLICE x c MID SHEATH NEW FIBER - 24 NO CUT LOCATION NEW FIBER - 72 FIBER CABLE — SLACK LOOP —144 -SMS SINGLE MODE NEW CABLE ARMS FIBER STRANDS NEW BUILD EXIST. WOOD POLES 0 EXIST. STEEL POLES 0 NEW 19" SUBDUCT 0 NEW STRAND FTG. 0 NEW FIBER - 24 0 NEW FIBER - 72 4,648' NEW U.G. 2,968' EXIST. U.G. LEASED DUCT 1,580' NEW CABLE ARMS 0 NEW GUARD ARMS 0 NEW ANCHORS DIRT 0 NEW ANCHORS CONC. I 0 PROJECT: CITY OF LA QUINTA PROJECT NO.: 76000511-1 THOMAS GUIDE PAGE NO.: 5530 - Al SHEET N0. 6 OF 14 MATCH TO SHEET NUMBER 8 MATCH TO SHEET NUMBER 6 PROJECT NAME: LA QUINTA LAD088-AF C� ASLE Crown Castle 1100 DEXTER AVE SME 19 SEATRF,WAMM Vtnirr pm n&Tm F- P08) 3WnS0 cable engineering services PRESCOTT COMMUNICATIONS INC. 10840 SepNvedo 8tva State 1. WSW= HU CA 91345 Pttme No.: (878)898-2352 Fax No.: (818)898.9188 SYMBOLS DESCRIPTION ® NODE EXIST. STEEL POLES FIBER CABLE NEW 1X" SUBDUCT SPLICE x c MID SHEATH NEW FIBER — 24 VERANO DR �— FlBER CABLE NEW U.G. SLACK 100P —144—SM— SINGLE MODE NEW CABLE ARMS ti 6 NEW GUARD ARMS 0 NEW ANCHORS DIRT 0 NEW ANCHORS CONC. 0 BO' FIBER r SUCK LOOP PROPOSED PULL BOX 2'x3' LZq POMI Lo ST ORO iii a H N 'A w s� Q�O N c4 W V OR CROWN CASTLE SUBSTRUCTURE SEE DRAWING NO.: LADOSS-UG04 N I O m W3i 17i ' m N o i SON y > �7y o VI W ' O J .µKI W Qm 7 W 0 LIGA N CAMARILLO WAY lo NEW U.G. MATCH TO SHEET NUMBER 6 PROJECT NAME: LA QUINTA LAD088-AF C� ASLE Crown Castle 1100 DEXTER AVE SME 19 SEATRF,WAMM Vtnirr pm n&Tm F- P08) 3WnS0 cable engineering services PRESCOTT COMMUNICATIONS INC. 10840 SepNvedo 8tva State 1. WSW= HU CA 91345 Pttme No.: (878)898-2352 Fax No.: (818)898.9188 SYMBOLS DESCRIPTION ® NODE EXIST. STEEL POLES FIBER CABLE NEW 1X" SUBDUCT SPLICE x c MID SHEATH NEW FIBER — 24 NO CLT LOCATION �— FlBER CABLE NEW U.G. SLACK 100P —144—SM— SINGLE MODE NEW CABLE ARMS FIBER STRANDS NEW BUILD EXIST. WOOD POLES 0 EXIST. STEEL POLES 0 NEW 1X" SUBDUCT 0 NEW STRAND FTG. 0 NEW FIBER — 24 0 NEW FIBER — 72 2,912' NEW U.G. 2,832' EXIST. U.G. LEASED DUCT 0 NEW CABLE ARMS 0 NEW GUARD ARMS 0 NEW ANCHORS DIRT 0 NEW ANCHORS CONC. 0 PROJECT: CITY OF LA QUINTA PROJECT NO.: 76000511-1 THOMAS GUIDE PAGE NO.: 5470 — A7 SHEET NO. 7 OF 14 --1--LD. - 5W9' U.G. - EXIST. VZI, M.H. #210 j � DEREK ALAN DR FT I I I TH II T1 TI JOEY CTT -- I I �I I DANIELLE CT wo F G U W � � I � I C] W I . > DUCT PUCE (3) 1-1/4' SUBDUCTS WITH I LEASED DUCT SEPARATE.IDEHTIFYING MARKS IN EVERY MANHOLE ON 50th AVE. EXIST. VZN 50TH AVE M.N. x404 CITY OF INDIO 72-5 72-S -- -- -- -- -- -- -- -- -- -- ---LO.----------LD.-----LD.---1-------LD.------- LD. ----------LD.---- -- 50TH AVE 594' U.G. 570' U.G. , 333' U.G. CRY OF LA QUINTA EXIST. EXIST. VZN M.H. #211 M.H. #212 80' FIBER SLACK LOOP �c NEW U.G. Y g4,0* 4 n �J1N O N f r H 4'a 7- ROMELO ro z POMELO ST FOR CROWN CASTLE SUBSTRUCTURE SEE DRAWING NO.: LADOSS—UG04 NEW U.G.1 MATCH TO SHEET NUMBER 7 F. PROJECT NAME: LA QUINTA LAD088-AF 0 CO ASLE Crown Castle 1100 DEXTER AVE SURE 291 SEATTLE. WAOt® Phan« (IDB) 33&7= Fm (IDB) 035-730 cal® •angbo ring services PRESCOTT COMMUNICATIONS INC. 10840 Sep tmdR BNG SL to 1. Wmion HiRS. CA 91345 Ph" No.: (818)898-2352 F. No.: (818)8985188 SYMBOLS DESCRIPTION ® NODE EXIST. STEEL POLES FIBER CABLE NEW 1 V SUBDUCT SPLICE x c MID SHEATH NEW FIBER — 24 NO CUT LOCATION �— FlBER CABLE NEW U.G. SLACK LOOP —144—SM— SINGLE MODE NEW CABLE ARMS FIBER STRANDS NEW BUILD EXIST. WOOD POLES 0 EXIST. STEEL POLES 0 NEW 1 V SUBDUCT 6,258' NEW STRAND FTG. 0 NEW FIBER — 24 0 NEW FIBER — 72 2,166' NEW U.G. 0 EXIST. U.G. LEASED DUCT 2,086' NEW CABLE ARMS 0 NEW GUARD ARMS 0 NEW ANCHORS DIRT 0 NEW ANCHORS CONC. 0 PROJECT: CITY OF LA QUINTA PROJECT NO.: 76000511-1 NOMAS GUIDE PAGE NO.: 5470 — A6 SHEET NO. 8 OF 1 4 0IY PLACE (3) 1-1/4- SUBDUCTS WITH SEPARATE IDENTIFYING MARKS IN EVERY MANHOLE ON 50th AVE. O H Z N V t� _ N x Z O tx3U K RANCHO SANTA MARGARITA PLACE (3) 1-1/4- SUBDUCTS WITH SEPARATE IDENTIFYING MARKS IN EVERY MANHOLE ON 50th AVE. a. I-- . r.. ( 100' FIBER - �.1a lwm UK w 4S SLACK LOOP 80' FIBER Z FOR CROWN CASTLE SUBSTRUCTURE, rSLACK LOOP 72_S SEE DRAWING NO.: LAD088-UGIO 50TH AVE ! 50TH AVE 72-S JJ -----•LD.--- -L.D.------LD.-------LD. 72-5 72-5-LD.---------LD.-----LD.---------LD.----- - -- --------------- -- LD ------------ = 760' U.G. 788' U.G. QUAIL CROSSING 460' U.G. 605' U.G.470' U.G. n EXIST. VZN Il EXIST. VZN 'J M.H. #33 EXIST. VZN M.M. #405 97' U.G. 5S EXIST. VZN M.N. #112 EXIST. VZN M.H. #34 = RIVER ROCK LAD088.04 M.H. 0113 J U.G. FEED3 BRURWOOD NEW STEEL MONOPOLE BO -PROPOSED o r PULL X 2'x3' x 12' U.G. 0 Q� JACK RABBIT TRL 0 = 3 �� FOX TRL �.� STONECAIE 0 O S >� 0 t o t^ Y 6 4 COYOTE CREEK VIA SAVONA VU SAVONA f BROOKVILLE BIG HORN TRL EXIST. VZN M.H. #114 MANDARINA D - LD. rj L; 0 0 Z C 00 Of LLI m Z LLI LLI O U Q PROJECT NAME: LA QUINTA LAD088-AF 0 CASO L E Crown Castle 11000E37ER AVE SWIE 791 SEATTLE, WA 94109 Fm (W 3W?= Srcab/® ®ngln®®ring services PRESCOTT COMMUNICATIONS INC. 10840 SwWveEe BNA State 1. Mist NIBS. CA 91345 PMm Na: (818)89&2352 Fm NO.: (818)89&8188 SYMBOLS DESCRIPTION ® NODE EXIST. STEEL POLES FIBER CABLE NEW 19' SUBDUCT SPLICE w c MID SHEATH NEW FlBER — 24 NO CUT LOCATION /1 j1 FIBER CABLE �L SLAC SLACK LOOP —144—SM— SINGLE MODE NEW CABLE ARMS FIBER STRANDS NEW BUILD EXIST. WOOD POLES 0 EXIST. STEEL POLES 0 . NEW 19' SUBDUCT 11,550' NEW STRAND FTG. 0 NEW FlBER — 24 0 NEW FIBER — 72 4,139' NEW U.G. 109' EXIST. U.G. LEASED DUCT 3,850' NEW CABLE ARMS 0 NEW GUARD ARMS 0 NEW ANCHORS DIRT 0 NEW ANCHORS CONC. 0 PROJECT: CITY OF LA QUINTA PROJECT NO.: 76000511-1 THOMAS GUIDE PAGE NO.: 849 — J6, H6 SHEET NO. 9 OF 14 WAY ER COVE CT AVENIDA ULTIMO MATCH TO SHEET NUMBER 11 AVENIDA NARANJA m re LU Co Z F- W W U) O F- U F - Q PROJECT NAME: LA QUINTA LAD088-AF 0CO AS rE Crown Castle 1100 OMER AVE S811E 791 6EAftl$ WA OM09 PDero: (700) MTM F¢ PM 00&799 cabs ®ngto in®®ring S®rVC@S PRESCOTT COMMUNICATIONS INC. 10640 SOPWveda BN6 SuBe 1, Mission HIL% CA 81345 Paom No.: (818)898.2352 Fax No.: (818)89&9186 SYMBOLS 50TH AVE ® 72-S EXIST. M.H. /52 ,M -S NEW U.G. 50TH AVE 72-5 GRAND TRAVERSE AVE NEW 134" SUBDUCT SPLICE w c MID SHEATH EXIST. VZN EXIST. VZN NEW FIBER - 72 FIBER CABLE — SLACK LOOP M.H. +53 M.H. 054 NEW CABLE ARMS FIBER STRANDS NEW GUARD ARMS 0 NEW ANCHORS DIRT 0 EXIST. GTE 0 I M.H. /32 PUCE (3) 1-1/4' SUBDUCTS WITH PUCE (3) 1-1/4' SUBDUCTS WITH SEPARATE IDENTIFYING MARKS BETWEEN SEPARATE IDENTIFYING MARKS IN EVERY EXIST. M.H. *52 AND EXIST. GTE MANHOLE ON 50th AVE. LEASED DUCT M.H. 051 FOR CROWN CASTLE SUBSTRUCTURE SEE DRAWING NO.: LAD088-UGOS FOR CROWN CASTLE SUBSTRUCTURE H SEE DRAWING NO.: LADOSB-UG05 i SpyG� N/4 pR 100' FIBER SLACK LOOP 6S c EXIST. GTE J M.H. #51 CASTLE PINES OR LEASED DUCT Z N �' J I � = I �'4eGgs � I CLOUD V /� / \ ,I� /- EXIST. ViN ll' M.H. j500 WAY ER COVE CT AVENIDA ULTIMO MATCH TO SHEET NUMBER 11 AVENIDA NARANJA m re LU Co Z F- W W U) O F- U F - Q PROJECT NAME: LA QUINTA LAD088-AF 0CO AS rE Crown Castle 1100 OMER AVE S811E 791 6EAftl$ WA OM09 PDero: (700) MTM F¢ PM 00&799 cabs ®ngto in®®ring S®rVC@S PRESCOTT COMMUNICATIONS INC. 10640 SOPWveda BN6 SuBe 1, Mission HIL% CA 81345 Paom No.: (818)898.2352 Fax No.: (818)89&9186 SYMBOLS DESCRIPTION ® NODE EXIST. STEEL POLES FIBER CABLE NEW 134" SUBDUCT SPLICE w c MID SHEATH NEW FIBER - 24 NO CUT LOCATION NEW FIBER - 72 FIBER CABLE — SLACK LOOP —144 -SM— SINGLE MODE NEW CABLE ARMS FIBER STRANDS NEW BUILD EXIST. WOOD POLES 0 EXIST. STEEL POLES 0 NEW 134" SUBDUCT 10,488' NEW STRAND FTG. 0 NEW FIBER - 24 1,987' NEW FIBER - 72 2,855' NEW U.G. 2,854' EXIST. U.G. LEASED DUCT 1,688' NEW CABLE ARMS 0 NEW GUARD ARMS 0 NEW ANCHORS DIRT 0 NEW ANCHORS CONC. 0 PROJECT: CITY OF LA QUINTA PROJECT NO.: 76000511-1 THOMAS GUIDE PAGE NO.: 849 - G6 SHEET N0. 10 OF 14 k CALLE TAMPICO g s W < —J{ Z D z La ae g 0 < MATCH TO SHEET NUMBER 10 CALLE TAMPICO AVFuin. . AVENIDA MONTEZUMA 74E _ S 0 e z z L -TV 12' 8 L -TELCO 12' CALLE HIDALGO ATTACH 12' ABOVE N AT 19'-9' EXIST GA L -TV 12' 10 L -TELCO 12' ATTACH 12' ABOVE N AT 20'-0' EXIST GA ATTACH 12' ABOVE N AT 24'-5' -PL BOND PL (2) 1' ANC -N- & -W- (L=18') DIRT -PL (2) 6M ONG -N- & -W- &9 131310-55' PL GUY GUARD'S T� L -TV 12' L -TELCO 12' ATTACH 12' ABOVE N AT 20'-6' (NT) EXIST GA 6 91313213-55' PL CA ARM S/S/O POLE 20-0' ABOVE GRADE 935010-55' ATTACH B.O.P. 7 RMV EXIST GA l l i (NT) 913133D-55'L-N 12' B 913133D-55' L -TELCO 12'm ATTACH 12' ABOVE N AT 18'-7' 938INT) EXIST GAm I L -TV 12' 10 9131340-55' a L -TELCO 12' ATTACH 12' ABOVE N AT 19 .-3 EXIST GA //// 11 93803D-65' - t t AVENIDA LA FONDA ,mllllllllllllmm, raw m1m CALLE ESTADO l.j ADIZ I to rc I C U W m a ' 3 W W U V Cw 2 N 2 W m m�m Q Q N Q3 NN 90 N N at4f aaaa Qa�,al rn a as 2 [app L :off 4 Jam_ v'o C11 AMIGO N� 304 U.G. AVENIDA � EXIST. VZN M.H. /134 �2*-5— AVENUE�- 100' FIBER 7S SLACK LOOP i 0 DROIDID 0.90 7 W &DD) 5 5 c ( 7i yMB EOD tD i D D D D r� r> r� D D D trr11 D t7 OXnrr� n � N N N • << N < `• `` << N N O O O m O � r•1 � � � f�1 m O N N >4 O O t0 OD I. m I• N i I N � c � �• �• m NNm qO• O O� w pj (� m m + m m N W m N m m m m m m q N _0 _ 1 v .� 0.' t07��F� - Hnn "Un. ti�� N ��ocW• I.n.• �o o tA�'Ni. nnl N. �z WE i1 D t- C x rT-n S �n n n O �JIADN� Zx S x x 7C ?m* TV ATTACH TO NEW POLE AT 19'-0" ABOVE GRAD O ?m ATTACH 20'-0" ABOVE GRADE rSJ o- 9 PL 1' ANC -W- (L=15') DIRT PL 6M DNG -W- PL GUY GUARD O D N 1 N I m �i UTT m+ O m m ^ Nr-� ^ y ATTACH 19'-11" ABOVE GRADE PL DGA 6• �I.nd• �N�i,• IEio G��"nnd, �'+'�� PL BOND � PL 1' ANC -N- (L=15') DIRT PL 6M DNG -N- {-�-- i 24-5 24-S �} LA o AVENIDA RAMIREZ n m PL CA ARM E/S/0 POLE .0 a i 20'-10" ABOVE GRADE m 9o77teD-40' ATTACH B.O.P. 0 SIDE) C.) x D Z AVENIDA VALLEJO 0 ^� PL DCA 1� GRADE 7 ATTACH B.O.P. (ST. SIDE) a 9077150-40' D RMV EXIST DGA I—" I• AVENIDA HERRERA L -TV 6" PL DCA 19'-9" ABOVE GRADE 934731D-40' ATTACH B.O.P. (ST. SIDE) RMV EXIST DGA AVENIDA VELASCO 11■1■1■� Ilq�� EISENHOWER DR `D ■1■1 HII�20'-9" GRADE �■1■1ATTACH O.P. (ST. SIDE)'PL BONDRMV EXIST GANONNI I I I I 'I -A DEL GATO DR N to O n fel ® m m m to I' I• o � ATTACH 1. a CA rri O -4 D n n D (o1 PL 1' AN( Z O I C Z .. o _ :3 El) taz 0 :. G7 PL 10M 0 m m N vm F N M z$ .� PL GUY G L -TV 4' T 01 O O O j rn j ;v ZO S N I 0 O K0 in cn rn PL CA ARM W/S/0 POLE D v F;2 y c m C_ 20'-B" ABOVE GRADE in' 904253D-40' 6 U N O A Q N O ATTACH B.O.P. (ST. SIDE) O Q O O W V I RMV EXIST GA AVENIDA MARTINEZ ct PL CA ARM E/S/0 POLE 20'-4" ABOVE G(ST. N 9217520--40- SRADE ATTACH B.O.P.IDE) ' `D ■1■1 HII�20'-9" GRADE �■1■1ATTACH O.P. (ST. SIDE)'PL BONDRMV EXIST GANONNI I I I I 'I -A DEL GATO DR AVENIDA NAVARRO N to O n fel ® m m m to I' I• o � ATTACH 1. a CA rri O -4 D n n D (o1 PL 1' AN( Z O I C Z .. o _ :3 El) taz 0 :. G7 PL 10M 0 m m N vm F N M z$ .� PL GUY G O T 01 O O O j rn j ;v ZO S N I 0 O K0 in cn rn D AVENIDA NAVARRO 80n17D-40' PL GUY GUARD NT -30'L -TV 12' ATTACH 12' V ABOVE TV AT 20'-4' . I ( I I I I I I !' ABOVE TV AT 22'-7' 10' ABOVE GRADE -E- & -S- " 99300D-45' -E- & -S- (L=5') DIRT 24-s- NG'S -E- & -S- UARDS AVENIDA BERMUDAS a z N to O n fel ® m m m to I' I• o � ATTACH 1. a CA ' O PL BOND PL 5' OP 8 A D PL 1' AN( o _ o _ :3 El) taz N� Sm G7 PL 10M 0 m r r, N N vm F O � z$ .� PL GUY G 80n17D-40' PL GUY GUARD NT -30'L -TV 12' ATTACH 12' V ABOVE TV AT 20'-4' . I ( I I I I I I !' ABOVE TV AT 22'-7' 10' ABOVE GRADE -E- & -S- " 99300D-45' -E- & -S- (L=5') DIRT 24-s- NG'S -E- & -S- UARDS AVENIDA BERMUDAS a z N to O n fel ® m m m to I' I• o � Mc W • a CA ' O 8 A D o _ o _ :3 El) taz N� Sm G7 m m r r, N N vm F O � z$ .� w a v O v ;v 0 C3 K0 in cn rn v F;2 y c m C_ � 6 U N O A Q N O O O Q O O W V I 80n17D-40' PL GUY GUARD NT -30'L -TV 12' ATTACH 12' V ABOVE TV AT 20'-4' . I ( I I I I I I !' ABOVE TV AT 22'-7' 10' ABOVE GRADE -E- & -S- " 99300D-45' -E- & -S- (L=5') DIRT 24-s- NG'S -E- & -S- UARDS AVENIDA BERMUDAS a z �p 10 N to O n fel ® m m m to I' I• o � Mc W • a CA ' O 8 A o _ o _ :3 El) taz N� Sm z Oo c=mo wz„j Cm Fm zzF o r r, N N vm F O Z z$ w a 3 �p 10 N to O fel m m m to I' I• o � r 0 p m n O jo Mc W • a :moi ' - _. . ,. � ,r ?' �. •. - ' ... .. CAME COUMA z CALLE MONTEREY 0 Li 0 0 z z� ATTACH 24' ABOVE TV PL BOND PL 1' ANC -N- (L-16') DIRT PL 6M DNG -N- PL GUY GUARD 8= I i 1 r 4TTAICH 12- (ABOVE TV AT 20'-0. 8d T 4TTACH 12' ABOVE TV AT I(I - ATTACH 12' ABOVE TV AT 21'-4' PL BOND ATTACH TV AT 20'-6'. 1 1 1 1 ATTACH 12' ABOVE TV AT 20'-0'Z PL GA _ 1 I I 1 1 ATTACH 12' ABOVE TV AT 20'-0 L W MATCH TO SHEET NUMBER 12 ATTACH 12' ABOVE TV AT 18'-6- 55 99627D-35'- LaccL- 0 0 ATTACH 12' ABOVE TV AT 19'-8' 59 912997D-35' ATTACH 12' ABOVE TV AT 18'-3' o PL BOND 61 10842450-15' j PL GA o� 0 ATTACH 12' ABOVE TV AT 19--3-Agj328 D-35'_ < D ( I� J 11 ATTACH 12' ABOVE TV AT 19'-4' 83 121 0-35' O I 3 I y ATTACH 12' ABOVE TV AT 19'-2' 65 913 (BD -35 ''0 UQOj rn NT -12 c z a W o :QZ m ATTACH H-12• ABOVE —�I N AT 20'-2' 66 99150DD-35'. _ �aJaaJa(L(LU, ATTACH 12' ABOVE TV AT 20'-6' 67 912438D-45'. 82 R -EXIST GA 12' bATTACH 12' ABOVE TV AT 21'-6 8 104177 35'. w - ATTACH 12' ABOVE TV AT 21'-11' 70 9124320-35' 168' 168' 258' 258' r --24-S 24-S > D-35' :WT -35' I (NT) CALLE ARROBA c ATTACH 12' ABOVE TV AT 23'-0' 91 910710 35',i RI -EXIST GIA 12' T ATTACH_ 12' ABOVE TV AT 19'-10' 92 90957D-35'_ —�1 �� 1 ATTACH 12' ABOVE TV AT 18'-3' 93 909566DD-40' PL GA (NT) ATTACH 12' ABOVE TV AT 19'-6' 94 9130491D-35' ATTACH TVI AT 21'-0' PL GA 95 9�� ATTACH 12' ABOVE TV AT 19'-0.PL GA 98 9226690-40' PL BOND CALLE L -TV 12' CHILLON ATTACH 12' ABOVE TV AT 20'-7' 98 9i�io-3' r� gn o m 81 79 W 80 �781 N - > - O 01 m8�— + o -oh mm r Ja a 00 0) F—ILa<a JD.N<Jacc 907932D-40' gp J ATTACH 12- ABOVE TV AT 19' -11- R -EXIST GA 12' -� r -PL BOND z 8 oWe 0 c z i TV TRANSFER TO NEW POLE AT 19'-0' ABOVE GRADE ATTACH 20'-0' ABOVE GRADE PL GA 912995D-35' 912996D-35' n 0 i A 12- AB0�19'-2' ATTACH 12' ABOVE TV AT 19'-4' � rn ATTACH 12' ABOVE TV AT 19'-3' -TV TRANSFER TO NEW POLE AT 18'-8' ABOVE GR/ ATTACH 19'-8' ABOVE GRADE PL GA CALLE MONTEREY I F c TV TRANSFER TO NEW POLE AT 18'-0' ABOVE GRADEz•1 z FIBER CABLE ATTACH 19'-0' ABOVE GRADE SPLICE p S > Vf > NEW FIBER - 72 g1LAD088- L z = —144 -SM— SINGLE MODE N TRANSFER TO NEW POLE AT EXISTING SQUARE 91243945' 19'-0' ABOVE GRADE PARK LIGHT POLE 69 ATTACH 20'-0' ABOVE GRADE 8' U.G. PL BOND PROPOSED J258' l PULLBOX 2'x3' 258' 258' 258' 258' l moi. 100' FIBER _ SLACK LOOP 100' FIBER SUCK LOOP - CALIF COUMA g e 0 78 I O m W W p ^00 ZOZ0 f.7 O QQ Q< U C1 0 (5 - r 22 ; <�mO —�tD (9 �aaaaadaa CALLE ARROBA Emm _— -- -- � � —_m� CALLE CHILLON CALLE CHILLON MATCH TO SHEET NUMBER 14 PROJECT NAME: LA QUINTA LAD088-AF 0 co AS E Crown Castle 11080EKMAVESWE 191 BEAME. WA M09 ph— 09F1 D0"78l2 Fs PM iffi7= cable engln®ering services PRESCOTT COMMUNICATIONS INC. 10540 SeMfteft BNL State 1. MLWM Hie% CA 91345 Fiore No.: (818)098-2352 Fes No.: (818)898"9186 SYMBOLS O yy it 1 NODE z FIBER CABLE o o dWV1 SPLICE w c > NEW FIBER - 24 > NEW FIBER - 72 FIBER CABLE NEW U.G. p2 —144 -SM— SINGLE MODE NEW CABLE ARMS pW � O 99z O 17 mO < 4 N U' 0 m� a N. IZ ' -00 D_ 00 N Q VH03 Wo� ^• Iaz �n O =iD0 3�a �Omp N. ^NN <O TUWU-I Z QNQpm C� ��<m01A0 �O J J J mm J J UOCIm < Qpm �am =Z-5�~<�m p O W Q Qdd <- aO.dQ DD. n" JL—±:j aaaa QQD. I < a � JJQ QWO. a N ii 100' FIBER SUCK LOOP - CALIF COUMA g e 0 78 I O m W W p ^00 ZOZ0 f.7 O QQ Q< U C1 0 (5 - r 22 ; <�mO —�tD (9 �aaaaadaa CALLE ARROBA Emm _— -- -- � � —_m� CALLE CHILLON CALLE CHILLON MATCH TO SHEET NUMBER 14 PROJECT NAME: LA QUINTA LAD088-AF 0 co AS E Crown Castle 11080EKMAVESWE 191 BEAME. WA M09 ph— 09F1 D0"78l2 Fs PM iffi7= cable engln®ering services PRESCOTT COMMUNICATIONS INC. 10540 SeMfteft BNL State 1. MLWM Hie% CA 91345 Fiore No.: (818)098-2352 Fes No.: (818)898"9186 SYMBOLS DESCRIPTION ® NODE EXIST. STEEL POLES FIBER CABLE NEW 1 J)Ii' SUBDUCT SPLICE w c MID SHEATH NEW FIBER - 24 NO CUT LOCATION NEW FIBER - 72 FIBER CABLE NEW U.G. SLACK LOOP —144 -SM— SINGLE MODE NEW CABLE ARMS FIBER STRANDS NEW BUILD EXIST. WOOD POLES 44 EXIST. STEEL POLES 0 NEW 1 J)Ii' SUBDUCT 0 NEW STRAND FTG. 4,968' NEW FIBER - 24 5,316' NEW FIBER - 72 0 NEW U.G. 118' EXIST. U.G. LEASED DUCT 0 NEW CABLE ARMS 2 NEW GUARD ARMS 17 NEW ANCHORS DIRT 4 NEW ANCHORS CONIC. 0 PROJECT: CITY OF LA QUINTA PROJECT NO.: 76000511-1 THOMAS GUIDE PAGE NO.: 879 - E2, E3 SHEET NO. 13 0 F 4 N PROJECT: CITY OF LA QUINTA PROJECT NO.: 76000511-1 THOMAS GUIDE PAGE NO.: 879 - E3 SHEET N0. 14 OF 14 MATCH TO SHEET NUMBER 13 PROJECT NAME: LA QUINTA ( ATTACH 12ABOVE N AT 19'-7' '99' 922568D-40' PL GA ATTACH 1�-2i MOW TV AT 18'-9- LAD088 AF ' ,� 91 X35 = (N7] ATTACH 12'I ABOVE AT 19'-9i tr 101 91 3o53D-35' i o olor 0 ' ATTACH 1� N AT 21'-0' 10 48131CW1-�`- � O A S E L 7• ATTACH 12' ABOVE N AT 21'-0' , NT -35' _ Crown Castle ( tQi t1 � ATTACH 12' ABOVE N AT 20'-6' 104 48140CV/T-35' c y Tn wean® Plea: F>11N MTM L I ` W F¢ 116THF N TRANSFER TO NEW POLE AT 18'-0' ABOVE GRADE ATTACH 19'-0' ABOVE GRADE 1211104D-40' LzW 4 0 10 PL GA QT CALLS MADRID < CALLE MADRID ATTACH 12' ABOVE N AT 20'-0' 10 950556D-35' cab/® c engineering HATTACH 0 services 12' ABOVE N AT 19'-7' 10 93579D 35' PRESCOTi COMMUNICATIONS INC. ATTACH 12' ABOVE N AT 19'-6' , 91852D-3576Pha c I 10640 sePwem eNa aam 1, ruslwn woa cn e1345 No.: (818)696-2352 Fw No.: (816)898-9186 1 ATTACH 12' ABOVE N AT 19'-2' 109 919942D-40'_ Ic ATTACH 1� N AT 21'-0' „ 90294 0-35' p DESCRIPTION DATE CONSTRUClm W. i ".Q ae-ot-ts DaaF3m In,LAD8-01 V - -C t FFLD F7109midD W. ecs 02-20-12 F " `> FIELD RYAS 6 U.G. ED 00' FIBER F1FEw wwaft c SLACK LOOP c FE1D MOM PROPOSED SITE POLE _ _ _ _ 902945D 11 ATTACH 12' ABOVE N AT 21'-9' _ REVISION DATE L_ I _ i L -N 1Y �$ 48136CWT-45' 11 ATTACH 12' ABOVE N AT 24'-0' PREUYINARYCD 88-01.12 CALLE TEMECULA �$ EXIST DGA CALLE TEMECULA CD FINAL 0643-12 PROPOSED PULL BOX 2'x3' •--�—� 9033750-35' ATTACH 18' ABOVE N AT 21'-7' 183' U.G. 11 PL BOND FOR CROWN CASTLE SUBSTRUCTURE EXIST DNG ADEO SEE DRAWING NO.: LAD088-UG08 ; SYMBOLS DESCRIPTION NEW U.C. 7 (L) 2' TELCO NODE c3 °C _ (E) STEPS 5' 4 7 PWR 4 e 9�D) c rc x FIBER CABLE () R Y CATV c SPLICE MID SHEATH `_ 'M)i N c (E) GROUND t tt Y CATV e NO CUT LOCATION (1:30) q Y PROP gD FIBER CABLE CASTLE �Z SLACK LOOP c (CCD = SINGLE MODE X144 -SM— a FIBER STRANDS CALLE POTRERO CALLS POTRERO NEW BUILD EXIST. WOOD POLES 15 EXIST.. STEEL POLES 0 0 NEW 1I%* SUBDUCT 0 i ;o NEW STRAND FTG. 1,169' NEW FIBER - 24 1,490' NEW FIBER - 72 0 JDl� 0 NEW U.G. 193' `or EXIST. U.G. LEASED DUCT 0 NEW CABLE ARMS 0 NEW GUARD ARMS 2 NEW ANCHORS DIRT 0 NEW ANCHORS CONC. 0 CALLE TECATE CALLE TECATE PROJECT: CITY OF LA QUINTA PROJECT NO.: 76000511-1 THOMAS GUIDE PAGE NO.: 879 - E3 SHEET N0. 14 OF 14 PROJECT: CITY OF LA QUINTA PROJECT NO.: 76000511-1 THOMAS GUIDE PAGE NO.: 879 - E3 SHEET N0. 14 OF 14 I