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7029PUBLIC WORKS ®RKS De',PARTMa• NT APPLICATION FOR PERMIT Date: Tract No: See attached parcel mapsProjectName: 0543 - 7PFA0 99 , - H 401f Vicinity: 2S' Al/6 CALLS AiCYUVA,15 ' E I/LA/I QA oB .. o, ¢ VA J r. :Purpose of Construction ..(Ex: Rough Grading, Offsite Strect: cte:) To install PVC piping and various sized hand holes.for fiber optics. Description of Construction (Ex: See P1an..Set'No. 01234) See attached maps and plans Dimension of Installation or Removal: See attached maps and plans Approximate Construction StartDate' O —] Approximate .Construction Compl tion Date: Estimated Construction Cost: S. G<p>o Estimated Construction Cost shall include the removal of all obstructions; materials, and debris,.back-filling, compaction and placing pennanent.resurfacing and or.replacing improvements Gontact.Name:.Darywl Bowden Phone Number: 909-608-1358 Name.of Applicant/Owner: Verizo.n Applicant Address: 870 Mountain Ave, Upland, CA 91786 .Applicant Telephone.Number: 909-608-1358 `Name of Contractor: Contractor Address: Contractor Telephone:Numben. .Contractor State License:N.umber: :Contractor City:Business: License Number: s A COPY OF TAE CURRENT INSURANCE CERTIFICATF MUST BF, PRO'Vmrn Applicant or Contractor General.Liability:Insurance Company: Applicant or- Contractor General Liability Insurance Policy Number: officc:Use only: Pcnuit Fee: �# O ©(Q, As -Built Deposit: T Dust Control Deposit: Credit TOTAI, FEE DUI:: C / �S •� Office Use 0n1v: Assigned Perrnit:Number: 2 Approval Date: Expiration Date: Issue Date: v1 Car-4r10/7 5 j/T]f " 74V� Z.* Qo ir17"4 C0 vt Dear Timothy: Please find enclosed herewith in a Verizon permit application packet complete with encroachment application, area map, assessor's maps, location detail for fiber distribution hub, hub location pictures, and placement/construction work order map. Assigned contractor -will provide'license and insurance documents -to city of La'Quinta, before beginning work. The Verizon contact is Darywl Bowden and may be contacted at (909) 6084358. If you require any further assistance please contact meat (909) 985-6643. Sincerely., .Jim Bishop Cendera Technologies, Inc 820 N. Mountain Ave Upland, CA 91786 (909) 985-6643 Page 2 of 2 CONTACT LIST CUSTOMER COMPLAINT LINE 760-342-0551 (local, leave message) 1-888-828-2015 (8:am'— 10:pm EST) INSPECTORS: Ken Clark office 760-347-5634 cell 951-723-0810 Dave Guerrero. office 760-347-8152 cell 760-219-0408 John Durbin office 760-347-2874 _ cell 760-218-0691 COORDINATOR: J.- Mike Hickey office 760-347 8202 cell 760-567-4162 PLACING Local Manager: Bill Schrader office 760-347-8019 cell 760-218-1566 SPLICING Local Manager : Bill Schrader' office 760-347-9019 cell 760-218-1566 CONSTRUCTION MANAGER: - John Viereck office 951-672-4279 cell 951-295-2520 \:� 9�/ y \» y. � �� vt PERMIT NO.7029 Verizon Upgrade #12/Install PVC piping & various sized hand holes for fiber optics/W.O.0543 — 7PFAOBR - H4016 — Various Cove locations including Calle Arroba and Avenida Obregon 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.L "The pennittee 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." 4. The permittee shall not install improvements with the intention of providing video transmission services unless the pennittee obtains a valid Franchise Agreement. 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. 6. Any asphaltic or concrete repairs shall closely matcli the existing paved areas in color at the discretion. of the City Engineer. A finish product with a checkerboard appearance will not be accepted. The permittee shall maintain the existing pedestrian path of travel and must maintain ADA complaint pathways leading to areas for use of public transportation systems. 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. 9. The following city streets have or will obtain a newly placed slung seal and cutting through these streets will.not be allowed without the approval of the City Engineer. .(Please see attached street list) 10. The permittee shall provide a list of individuals that can provide immediate assistance to the public. The permittee is responsible. for assisting the public which have inquires with regard to this project. The list shall be provided to the city and attached to this pen -nit. This list of individuals with phone numbers shall be identified on theproposed door hangers which the permittee shall provide 48hrs prior to start of any work, which includes marking of the underground utilities. Special Conditions Page. I of 8 t9 PERMIT NO.7029 Verizon Upgrade #12/Install PVC piping & various sized hand holes for fiber optics/W.O.0543 — 7PFAOBR - H4016 — Various Cove locations including Calle Arroba and Avenida Obregon The individuals identified on this list shall be capable of responding on any work day and within I hour of any work day. 11. Door hangers shall be provided to all residents affected by the project. At a minimum, the door hanger shall provide the following information: a. Short description of the improvements. (Include Verizon as the applicant and permit number.) b. Schedule of the improvements C. Suggested alternate routes of travel d. Phone numbers and individuals for questions and answers with the city being the last phone number, (760)=777-7075. 12. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 13. Verizon and TBD Contractor, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 14. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 15. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1,1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1 st to April 30.: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1 st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (i.e. any 4 lane street) before 8:00 a.m. 16. 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 Riverside Country Traffic Signal Maintenance Department at (951) 955-6894 if signal operation at the intersection is to be altered in any way. Special Conditions Page 2 of 8 PERMIT NO. 7029 Verizon Upgrade #12/Install PVC piping & various sized hand holes for fiber optics/W.O.0543 — 7PFAOBR - H4016 — Various Cove locations including Calle Arroba and Avenida Obregon 17. 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. 18. 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 19. 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. 20. 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 with Cal Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control plan shall be prepared in accordance with the WATCH Manual. On Collector to Major Arterial Streets, the permittee must submit a traffic control plan which shall be prepared under the guidance of the Manual of Uniform Traffic Control Devices (MUTCD) 2003 Edition .with Revision No. 1 Incorporated, dated November 2004 (HTML) and the California Supplement. As of October of 2006, these documents can be observed at http://mutcd.fbWa.dot.gov/HTM/2003r1/part6/part6-toc.htTn and http://www.dot.ca. ov/hq/traffops/siwitech/mutcdsupp/pdf/CA-Chap6A-Chap6F.pdf, respectively. 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. 21. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422- 4133. 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. 22. 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 Special Conditions Page 3 of 8 PERMIT NO.7029 Verizon Upgrade #12/Install PVC piping & various sized hand holes for fiber optics/W.O.0543 — 7PFAOBR - H4016 — Various Cove locations including Calle Arroba and Avenida Obregon performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. 23. 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 I 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. 24. 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. 25. 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 Contractors State License Number 26. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Engineer I) of the private land owner whom is being encroached upon. 27. Prior to performing construction work and closing any lanes in the Public Right of Way, the permittee shall call the City at (760) 777-7097 at least 48hrs prior to work and request an appointment for a preconstruction meeting with the City Inspection staff. 28. 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. 29. Prior to excavating in native soils, the owner of the project shall have employed by proposal contract an archaeological observer for the site excavations within native undisturbed soils. A copy of the contract must be submitted to the Public Works Department and attention this to the Assistant Engineer I. If the archaeologist determines the site note to be required to be observed, please submit a letter signed by the archaeologist stating their determination. Special Conditions Page 4 of 8 PERMIT NO.7029 Verizon Upgrade #12/Install PVC piping & various sized hand holes for fiber optics/W.O. 0543 — 7PFAOBR - H4016 — Various Cove locations including Cane Arroba and Avenida Obregon 30. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, an approved traffic control plan at least 2 weeks prior to start of construction or parking on the paved R/W. 3.1. The permittee is required to provide an informative message board (approved by the City Engineer) informing the commuters using the affected public 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. 32. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), 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 orflooding 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. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. Special Conditions Page 5 of 8 PERMIT NO.7029 Verizon Upgrade #12/Install PVC piping & various sized hand holes for fiber optics/W.O.0543 — 7PFAOBR - H4016 — Various Cove locations including Calle Arroba and Avenida Obregon E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. F. The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. G. If any compaction test fails, previously placed backfill (in the same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. H. 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. 33. 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. 34. All landscaping, irrigation, decorative rock, decorative concrete, lighting,.etc., shall be replaced to its original condition. 35. Access and egress to all local properties shall be maintained at all times. 36. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be. compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. Special Conditions Page 6 of 8 -�I PERMIT NO.7029 Verizon• Upgrade #12/Install PVC piping & various sized hand holes for fiber optics/W.O. 0543 — 7PFAOBR - 114016 _ Various Cove locations including Calle Arroba and Avenida Obregon C. Permanent pavement replacement shall be. installed using a City approved 3/" max medium asphalt concrete as the base course lift and a City approved'/2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000 asphalt concrete mix. The width of the cold milling area shall be as follows: For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut removal lines. 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/" 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. 37. 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. 38. 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. 39. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 40. 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. Special Conditions Page 7 of 8 PERMIT NO.7029 Verizon Upgrade #12/Install PVC piping & various sized hand holes for fiber optics/W.O. 0543 - 7PFAOBR - H4016 — Various Cove locations including Calle Arroba and Avenida Obregon 41.. 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 8 of 8 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 7029 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 be notified the City at (760) 717 - 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 Y2") 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 strehlizer. Rate of application shall comply with the manufacturer's specifications. I City of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La . Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (5) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January.1973. ® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( " N/A "' ) inches of A.0 surfacing placed on a ( " N/A ") inch ( crushed ) aggregate base 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. Finance Revenue Code E-1 4 u�w Lq FEB 15 2007ENCROACHMENT PERMIT ITYOFLaq®UI T/►PUBLIC WORKS CONSTRUCTIONFINANCRnce 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:February 9, 2007 LOCATION OF CONSTRUCTION (Street address or Description): Various Cove locations including Arroba and Obregon PURPOSE OF CONSTRUCTION: Install PVC piping and various sized hand holes for fiber optics DESCRIPTION OF CONSTRUCTION: See attached maps and plans 14R� DIMENSION OFINSTALLATION OR REMOVAL: See attached maps and plans APPROXIMATE TIME WHEN WORK WILL BEGIN:Will call TIME OF COMPLETION:2 months from start ESTIMATED CONSTRUCTION COST: $156,500.00 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS: i 4-&4> P&WCOA1 M 7Z7. 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 occurring 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- 7075. 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. �/� �,Z4,Z"1�/ Signature of Applican or Agent Verizon - Darywl Bowden 870 Mountain Ave. Upland, CA 91786 (909) 608-1358 Name of Applicant (please print) Business Address Telephone No. Name of Contractor and Job Foreman TBD Contractor's License No. Business Address TBD City Business License No. Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit - Class III Minor Improvement Permit - Class IV Inspection Fee Permit Fee As -Built Deposit Cash Deposit -Surety Bond, if required TOTAL $4,695.00 $100.00 $ $ !� $4,795.00 Telephone No. Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs See attached schedule PERMIT NO.7029 DATE APPROVED: FEAS, /S, ZW 7 EXPIRAIJON D ATE: F" . /Z woe BY: ( �y Administrative Authority CIN)[R.A tecbin olagie:s ,., August T7,2006 Timothy R.:Jonasson, P.E. Public Woxks Director/City Engineer 78-495 Caller Tampico La Quinta, CA 92253 .Reference: Encroachment Permit for the City of 'La Quinta, Plan #0543-7PFAOBR-H4016 Location: La Quinta,-CA 92253 — Calle, Colima *.Avenida Ramirez *Avenida'Velasco *Lane Closures *Calle Arroba *Avenida Vallejo *Eisenhower Dr Materials: Conduit 4" PVC ft 1.25" PVC $-423• ft 1:5" PVC ft 2" PVC ft -1.25" Shadow Conduit OW ft Boxes -- .17". x 30".Hand Holes 3Z 24" x 36" Hand Holes 1 L 36" x 60" Pull Box 1.5" x 26" Hand .Holes . Construction Bore Footage MIV Trench Footage *Avenida Carranza *Avenida Herrera Page 1 of 2 878 (S) 2005 Rand McNally & C 'J ny -q- o (Y1 till, -9h, T A4 Ellig L MADEI ..... ..... AV C. b TAVENIOA NIDA: 52OD 00ENIDA IDA SM VENInA!IP; IUA LLEJ .'-IWFPRFRAI 1 v AV Fill cn EISENHOWERI 52700 -T r7 '-.t-% A 540M - KART A\ A VD Al . .. .... 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M Ob�b r Obr a h 0 14 4 00 goo o ® ©o�©®®o -� n ° a a aNi _a . o a a � � `� � ° � o � • X 79 0 0 ro z.3N/1VN VO/N3i1V w a w ¢l,mo� reie -•• or uo • es amo .ode av os Jvo .9 0 7 9 0, as os "o .s h a AN&V --asp— (a��aS EL 4lOHN3513 N J u VIIIIIIIIII 011 11111111 q� y e neeeeo 173 a ° wit$ ?i2$ � .2w��'yeMa�fi n e o n w e $ �l 3 PROJECT LOCATIONS AND LIMITS :STREET -NAME LANE S FROM TO Adams:Street NBISB H. I ill rits W tward Ho.Dfive SQUARE'FEET . Adarns:Stieet' � 11 I'll I . ....... . . . Alfall S'ii oLit Miles AveNs — _ La PjIml Vs 102i 600: OR A7r: Afd6n CI rdei. . .. La Palma.Drive s/s §eelley Orive Fred Warin 'Dri%!O sh� 48.Wo AiWa"Cirde_ Fron,IWWDr1ve End CDS 20;Q80 -7 Arose`av illil'osa Vill, , �! Drive, I 11:113,;:1111rijull, ,n/s 1 13_19. Astil VP La Palrna.Driv�l Ca B/WB UarrieLane Sanita Drive ni .1.01080 .10,440, Aside a BISB e/s 4N6. Place �fvs �.AvenUe..stl Me W, rn.::DMri 28. 28;800 A."06d'.Courl- B Ba e, CDs. . 7 Avenida Alvarado Avenida-ANara'do B/SB Ca11e.Dura No Calie Sinaloa sls19. 8 559 ;84. Avenida Alvarado. B/Ss B fit6umal aM_ontezuma .kG6'1*10.:Yuca.ta.r4lNB/SB 2 1800 . j61 55iUaonjs 0" in S 8.0.0 Carranza a Avefild6loldkunl .Avenida : AVbn1d . iez -. Avenida-Moniezurria Ns:'8740o .121 z �20.960NBISB9�e_Duja6- 118 ra 0 a. 20PXw,WvW"da[f., . Avenida Av6ii Dial NBISB Valle Sirbloa njs nda. ohtezas16 1 14;400;NBIS RWS9 V:Montezurat.: a e-Yl 08*0venuarez � Avenida Juarez.NSISB - �6116 Duran o* rvs Calle*Sirmiloa '840 Avenida Juarez ill Avenida Montezuma s/s Avenidai Montezuma ni-, ma n1s: CW16 Yucatan s �s 160 �2, Avenfda La Fonda AveWda.Maderd, EBMB Desed Club Drive. e/s -'stroe Wl on t wis. Z3,l 6.31,680 : Avenida N --Cane Duran o-rVs 1ii4nafo,ns Cade ,SIM16"d..- " NB/SB- _g cae. senidaWls Id M ia sls.AvGhid*,WCWezuma 90,0WB/SB 900' Avenida Montezuma Avenida Montezuma''EBMtB- tVB/S8. : 0 ivs A�66( Rubio W/s, AvenidaMonte'atinia, EB/WB' �wnlYuo,v/s *a0za W/s Ay6nidatarrani Eis v D�d-- rill hkEisenhower WW.B AVen altoil *Avd .ia d a.. .. ; ..-W SAVenldaMoritos 47j*175Aven4 , 39*,400: NwS8Aven1da: ;B Mont - $/t: .Cade ys Avenida --_Ob E2�� WBISB Cafle:Durango:nls Gaillill Calie-SI nafol Avenida 19t040: Avenida re Co.. Avenida Obregon Avenida Montezuma AvehfdaMbhte I t aile Avenida Rarnfei Avenida Alvarado w1s* Cane Durbrigo n/s CDS Callill oa Avenfda Z Av'*eh'*Icw Raril NBISB Valle -Sinaloa ' n1s - AV6611dam0 t ezurria Avenida —Rubb NBISB WB—ISB Kv—erild.aMontezurria -fits Cane S... _624: AVe;IdWRubJ0. —I NBISB go nl Cpi3l_a n1s VaII16SIi-rZTaft.. Kv_,_n[da'W0_nt 17 1?Q.z Avenida Rubio_ Avenida -Valleld. NB/Se . Avehjda..M. onlezurill Celle ,-Yucatan -vs-, 19,680 - AvenidaValle o. NB/SB NB/SB - Calle-Durang6 Ws 4 6W �q — :—:I—. Calle Sinaloa: jVs - Avehfda.Wrl _..R625� 0 Avedda, Montezuma ni r 55S12419340:: �2.735 Cane Sonora s1s �Tffe_Dui� 18,400 Wasco NB/SB � C61le Duano s/s�Av6rudd le Smaloa;n/s .AvehidaWasco 19;840.Kvid.Monezuma Avenue *47 EBIINB h/s Washington Street els CDS Adams Street:w/s. 3.549 108145 Bayberry. Lane— BayZeTlrylane EB/WB Coldbrook Lane e(s Deerbrook lane Wls 30*,600: 'Lane EB/W3 6;_6i��ookLane t(oollane 7,920 .Ba BrriJicrest Circe. EB/WI3 NB/SB §untrook Laneefs Ban�rry AlaMstilwts 4;680. B�aJn Star Lane NB/SB Star Flower Tray Ns B a 44.800 Blatt Star Lane EBAVB 3utercu Lane WIT Dune Palms :Road :e1s 1a5IMBradford Circle Seele Drive End WA a/SBDesertStreamns Mlles OQ 1t0BdIdgtie ArI Page 1 i I Butter Lane ButtLane NB/SB End Blazing Star Trail Ns 14;400: Cafico.Cirde NB/SB Bla ing..Star TraitsJs Mangold;Lahe n/s . 13';44.0 Cape bura ` NB/SB Blazing Star Trail n/S GDS 19159 Cale Guatemala. NB/SB Eisenhower:Drive:e/s. Avenida Bermudas rv/s 40,000 Ca. e.H'dat 0. NB/SB AvenidaNuestra. Ns Avenida La FondasJs- 1.%840, Calleaidal EB/WB Avenida Oh r onAl . Avenida Carranza w/s 7,200.. 90. CaU$,Kid EB/WB EB/WB Avell Carranza a/s: Avenida Rarriirez:w/s 7,040:: al Gape Hidat o. EB1WB Avenida Rarrdrei'els Avenida Vall ' Avenida Valf o;w/s. 7;040, Cape H -d-a-1 o . EWWB : e(s Avenida Herrera e/s Avenida Herrera w/s. . Avenida Velasco w/s 7:040: Cade Hidat EBJVITB . Avenda Vefasco. e/s Eisenhower Drive ;w/s 7;040; 7;040 Cape Hueneme: Cape poilo NB/SB. : Avenida Nuestra Ns.. .. AveNda La Fonda=s/s 19 840' Cage Jacumba, NB/SB Avenida Nuestra Ns. Aventdi La Fonda s/s:' 19;840;. Cape KaGma NB/SB " Avenida L..Fonda s/s.. Avenitla Nuesfra:n/s.. �ssao : Cade Tail NB/SB Avenida Nuestra Ns .. CDS" .. :.... 22999. co Celle Yucatan EB/WB,' Eisenhower Drive e/s Averada Bermudas 77;$80 Cameo Patm Drive Avenida Alvarado:w/s Avenida Juarez'e/s. 27;040:: . Camino Azul rill Si in Painis`s/s CDS Hi . and P.61ti S. 55;ti80: Carwrid- i oro .. EBWWB Qc Vilo Dnve w/s Camino Rosada:N§: Cana Azut e/S' 312.30 Camino La,Cresta " NBLSl3; Camino Del( io rUs. COS 21;600.: ;439: Cantena:Drive EBNVB Ocotillo Onve:e/s. CDS: 14;99.9 Canterra Drive.. EBNVB' Ocotillo Dnve:w/s MilagoDrrve.. 2tj�480. Carmen:Place WS6 Villeta.Dnve:nls .: CDS 1.2 525 `. Carnes Circle. EB/WB. Seele'.Drive CRS .. 19,8m: Carrie Lane NB1S6 Victoria Drive s/s. AStil .,Place'sls; : 8 90Q. Cui Court EBMB Debbie Dnve;vr/s . . . COS. Coldbrootc La4,6791 ne . NB/S6` Miles Avenuesls. Sunbrook Larie ri/s 'S 400 G6ldbr6dk Lane NB/SB Sunbrook Lane s/s Rock Court;Ns 060= CresMew Terrace, ._ NBl$B. Hi Wand Paims's/s ` Cameo Palms N$;... Cristo! Place. .. Dalea Ckde NB1SB.: VipetaDnve 10125 < _' _ NB/SB Blazing Star Trail CDS.:.: ....- :.:: . ... 16;9.19.. Debbie Drive: NW B . Victoria Dnve ,Ns _ ICnsten::Court n/s " 40;320 Desert Air Drnre NS/SB Desert'Stream n/s CDS .. 43279: De ert Crest Drive ' Et3LWB Desert:Air e/s Dune PalmsRoad,w/s::. 42;180: Desert Ea e C.outt ` NBISB Desert;Stream. CDS ` .. 20;480> DesertFox:Dme .:.:. `NB/SB__. Deserfstreamn/s Desert Crest Drives/s: 27750 Desert Fox:Drive NBISB�. Desert Crest li . CDS:.. 1(i;480; Desalt FGps;Court ; NB/SB. Desert .Crest Ns. CDS . 16 ti40.: 011 Roctc:Court EBWWB` Desert FOx,w/s CDS: Desert Sand Court: NB/SB. DesertCrestNs. CDS. . 6,480 Desert StreamDnve. EBWWB. . Dune:Palms.Road w/s Brid etlsSN w/s: 52,355: Stream Drive EB/,WB Bnd ette'Wa :w/s' Came'Gane efs , 38 480 DesertUiew;Court .. NBWSB. Dese.rt.Crest:Ns . CD.S 16 `480;: Desert wi Court` E6/1NB- .DesertAill CDS_:... 19;959:: Diane Dnve. EBiINB... ; Brid ettelNa w/s Debbie Drive eZs: 22,755: Diane Drive EBIWB ,: Debble`Dri4e'w/s CDS 1.1,200. E a^' Drive'... Cape:Madrid Us Aventda'Bermudas;Ns E enhower:Drive: NBWSB Aveni ia:Montezgn s/s Caile Sinaloa s/s: 83;040 Cape-Sinatoa s/senhower;Dd IElsefil Cape N o "ales s/s Cade Coprria' Ns Drive Cape;Colirria n/s Cape Madnd S/s Forbes Clil Seeley Drtve.e/s . Via Coronado'e/s 29;880. FoxtaIlCirde ISB Buttercn ;Lanes/s CDS' 17;g7g Fred Waring Drive �EB.Jefferson Street w/s Dune PaIril atl_ w/s 1855001. Fred Wad Drive Palm Royal w/s Washin • on Streot 61S 114,375. Page 2 F ta'Dnve ont.e.r—r_ RB—/W 000016DNe'sts" raDrive n/s. La—q-e 18,24 0adenrod-Q(dO NBISB Butter6up Lane ns . CDS 2E.759HI E.. Hand PMfts EBMB Wasbi t W/s EndInWs e EBVV3 BlazigSt&r Trailwhs CQS IrWd d; EB/M Notib.Harfand Drive UDS - Kara Court EBNVB Q60gfte WaYw/s s KaYO-Ciourt EB/WB Debtdo�I)Hve wts 14:679. KrisQ.ourt EBMB BjTbble Drive,,/ CDS- '14.*679 I LaRatmaOrive E�BMB A&ms '57-00 EBjW Ca Aclant Street'Ws�. 6440. Lacleir'.Drive, E-13mff". LodVan'dis, Drive wis F , n'te, WIY6:. 12,600 EB/.WB Fronteft Drive End 18.304 Lake tt,Quinta: WWB — Washtnon -- Q;Ieo3ay Las I 4s: riye NB/Ss Fred;W#rn Drive sts. Villeta.Drive Ws. .28 l;as Vistas Drive NBISB Ville.ta.!D&e s/s Sartita.Dri - 1*Ceti 22 Curie EMB, Los MAno ,D.n PA CDS. 12`439' Laude;C0urt �tte-.VVay,WIS CDs. Lo WOO,Dfire. NWSB Mites:' Ave L;nwe:ets..-. AM: t owe Drive EBIWB See; ei'Me'WIs' 'N" 30.240Melia Circle NB/SB: Ladera:Drive. RS %; .Ma rft Co NWS- StOfflowdr Trail Ns 16 M marl"01an'e. :N K 781azlfig] affraffts/s EjUttercup La Man posiCairn N-B/SB! BMng,Star Trail Ns. CDS, Wflag&DO-ye WB—/si3 .Canters :orive Vs' —Ndrth Obotiifo,Di*eW$ Nolan Circe. EB/WB— Harland D&p- 22*,094 :North Harland NBISB Miles Avenub,'rV.s- West - Hadarid Wv&*,Vs o :. a.o,o..o Pate Curie ' ' NBISB, C6nt6rra DjVdtjs CDS. : 7iO3 . Park Avplug. Ratkbrook .6183 ' Calle:Tan0icd:ds Horn TrWrs. :200.1:Courf EBV! Qj �—, �DS, 1t;4 W5 Ran lewood Court: EB/.WB IS '*j6WLatj'e..' End. , $'affron Court NBISB� StarFlower Tra .0 ft CDs NB/SB Arose -Way*s/s CDS- .-IC27V SbnbestdWa NIN4151 Vijl6ta.Ddve' Ait 40,320? SopOrookL - -and rVs' :.CDS.' -7399. Star Fl T il EUNVB. Duie.Palrft R6ad Wt. GDS. 46.6791: 1901bmerb?ook Court: EBMB Qoldt*66k,.:Lane *'Wt. C.DS; Sunb Court. NBISB. Bitch CDS Sunbrook Lane NBISB. rr Bayberry �Is RarnMew Cqo�: Sunbrook Lane: N Ramblewood Court GDS41 .54,000. Sweetbush:Lane:.NBISB BtMerdul).Lafie* -P DS'. tiara Place NBISB.- YiNet.a.Prive QDS II799. Tortola .Circle CDS� Verbenia Drive. NBISB:. Star Ftower 7cafl. Ws CVia<ailente,, EBMB: via QQI: IVIQWOjt End` VW Coronado. NBISB; . F ft**esXird*e.:sIs. CDS. 30 19Via De[,Mfte NBISB - $Is NBISB' ViatseVilla.rus CDS Adso9illa. EBN-VB: Via .:Coronado wls. WaWrigton S. • Victoria :Drive Bqqq"d:w;ay W/s p Ad *arm :Strb6t.*.bh :42,180_ Villeta V6( NYISB. S6nita Drive, nis sonesta'Dr!Vvs!s 129;600! EB/,WB, Bddg6tt6.W.aywIs—,.CDS . 16,1 %: ftshlngton -Street NBISB Calle-Tampico nis Avenue 50!*,Vs 205,340: Waoiwonstreet Fron—tag e NBISB Singing Palms hfs fjlgWaiiaN in fVs :54,000 West Harland Drive North :Harland :Drive ofs Las.Vhstasws., - 30:jO60: Willow .'Court . NBISB Blazing Star Trail s/s CDS- 8,6hiouCenterNbrary Parkin :Cot -'67 l h9tot0.ty.Hall NorthParlo —SouthPatkiriq 20;`?50 Lot 68.,000 Totals 4,974864. Page 3 VERIZON,. FTTP DISTRIBUTION ROUTE 4 H4016 LA QUINTA, CA VERIZON LEGEND BURIED PLANT s. BORE PIT • - Q FIBER CALLOLIT REFERENCE - " PL 1-4 PVC HHfMH CALLOUT REFERENCE N • RISER CNDT SUBDUCT CALLOUT REFERENCE R=4' C g TERMINAL CALLOUT REFERENCE L=7' • FIBER DISTRIBUTION NUB (FDH) ' - ❑ NEW HANDHOLE • - ® NEW MANHOLE RISER DETAIL - Y SLACK I STORAGE LOOP P#48127CWT GROUND ROD 2Sohm PL FDH 432 , Q CABLE IN CONDUIT PL FDH 432 CONCRETE PAD AERIAL ' - I 601IX42"X4" POLE ANCHOR PL 250 GROUND ® POLE PL 14" PVC-- 7' — DOWN OUT _ E/W 3-1.25" SD - RISER DETAIL 131' GENERAL ' - ® PROPERTY ADDRESS .® SPLICE . - • ,, _ PROPOSED RUNNING LINE I 71+ FDH BOUNDARY CF— CURB FACE , —EOP— EDGE OF PAVEMENT • - - - —FIL— FENCE LINE - - OW - _ - OW AT _ RIGHT OF WAY • - - T • . - - o- _ _� © _ GUARDRAIL 7 —COM— COMMUNICATIONS LINE CF rr U —DRN— STORM DRAIN LINE ` J N —GAS— GAS LINE TCALLE N - • + r- . � —PWR— POWER LINE ARROBA UNE _� r —WM— WATERLINEEWER • . - i--I--�+ RAILROAD TRACKS 60 - • --- CENTER LINE m,wrt.ne Raee '� • . I . s.veme u•sw+r am. awmm.m coev rpmnw � eIe u.n McUbtlm RmWmdmGera.• • _ 'wmn m mo..e.•.Iu e...m rs vw.ole u.nu MmM om ROW OW — nderg—d Servlw AkwtS p U LL V Ca0 t 1600.227,2800 3' - 18' - 0 + w Ye►O em • O• Y8RQb1 �R\� -AM CALIFORNIA • Q ' • o+w+ow TIWWe wma• Pg.#:875 GAd#f3 W an oT LA QUINTA caMRw Rw ' Q - aw oarmc � � LA QUINTA 05" F m B sNoP fiRA0BR Dm Densms oeacl®en 7FFAOAF ' • . - ef. JIM BISHOP ognsms SCALE N.T.S. FOH MDnbm • - eourmr ay RnrenelDe EIiCROAC101OTf P00bR H4016 Z _ 4 - - • • PTT9 i16FR DIRT. ROVfg VERIZON LEGEND BURIED PLANT - - � O BORE PIT , • Q FIBER CALLOYT REFERENCE ,• aNOTESAPPCTYxiaas CROSSED OUT _ ` " ` - _ ' •f. THE TELEPHONE COL?ANTHAS mLICEMTlXArTEYPMED TOCOARECTLYLOCAMANDSMOMALL EKIBTINo bA ' • - NKIMX CALL.OLIT REFERENCE CO!?ANADoes NOT PIPBL/Nq AAD, OTI®r81/BQTRYCNRP9MTIEWmNm OURSOFT S•SAIYCUT— �-J'-a HECOMTTHro t FO R EXTRA E IN TWEI OO CORRECTFORA CLAIMWORK AND ... SUBSTRUCTURESIN L 44710M WILL PA/LUR8 BASIS THE EACH Brae 8YBDUCT CALLOUT REFERENCE HPX7RA CONTRA US ESPOTLOCATIOR J&DAMABBTO SUBSTRUCTURES THE CONTRACTOR SMALL PORPdPONdlBLH FOR ALL OAYAOd FOBVBeTRTCTi/BIOS WHETHER 8IfO1NM OR A ASPMALT SURFACE VARIES - ' NOT. . 4 dTRQT SUBSURFACE VARIES r TERMINAL CALLOVT REFERENCE ALL NORKT SMALL CONFORM TO 7IELATES EOMON OP TIR•SIANDAROSP'ECIFlGTIONSFORPIALIC Wom MARMINGTAIS•BELOWSORPACE FH • ' ALm BUPPLHAmIITd TNdeTO (APMA/IOC. OREENBm AMD TO HTANDARDYYNBaIm QPIC/FICATraxa OP _ FIBER DISTRIBUTION HUB (FOX) • FILE WITH THE DIRECTOR OP PUBLIC HMAKTB. T SUBOUCr AGA'TO� 1 FELo RBWSIONQmmEC ORCOUM mwEMEDCOMQTNUCTIOMORANPXODNALLm~EArmEmdCR moF 0 THE Cm OR COLIMYY CONSTRUCTION INSPECTOR ... .. ._w .,.., TTOWSAMBASSPoR PR07ECHmYoPSUSDUCr NEW XANDXOLE ALLM COI UCRON(ANDMOYHOROUMDAPPURTEMAM )QNALLCOM "M Cm ANDCOYM►2DMfMOAMD ' + M NEW MANHOLE SUBmVISIONORDIMAMCES. . - . WORK MAXIMUMUSAVi Q SLACK I STORAGE LOOP tOOaeLTTEw D S BETWEEN :00 AM ALERT MAASSMTDE ONIYACONTRACTOR TOW ARE 6NDSIDWALK, AND caO PY, INDEdHALl USA Via ALERTMARKB MADE mvCm URA,G rr dTREBT9 CURB. GUTTER Al11D QmEWAL/G . STREF MDaACALLLTDTREMcx AMD ^•"'7•'• MAGIC STANDARDS �II GROUND ROD• ' - PoLLOMMO QIOM/FlGrINT COMPLETION CONTIGCTOAMYST RFAIOYHALL USA ♦ • iS011111 ' S, our Ems"•THH RIG ALERT ALNRXHYADH ONCm dTRBHTS. CURBS, OUTTEIrH AND d/DdWALMg. BACKFILL MUST lE COP MATERIAL MUST . TO FACILMA TV ACCESS TO INTENDED LOCATIONS OF MORR THE CONTRACTOR MUST APPLY FOR A • RESTDAECOMCAEIFAMOASPNALT- Q CABLE IN CONDUIT - TEMPORARY NO PARKING PERMIT FROM THECmAIOI/MY9 PUBLIC NOR" DEPARTMENT. t - • AERIAL TRAFFIC CONTROL PLANS SMALL BE PREPARED AND SUBMITTED FOR REMETI AND APPROVED By THE Cm.000MYV • NOTWOCONSECVTMVH 'TYPICAL 14" TRENCH - ' CoxdTRUCTIOM IRAFFIOECOMTR01 PLwM PR®ARA7fONOY/DELIINEa - /NMDmCCTI01ro SMALL m CLOSES • • + � POLE ANCHOR 2 CONTACT TELEPHONE COIPANr IxaPECTORwB MUM IMADYANCE OF CONSTRUCTION.' a NOTT"ALL U712.17M, 1MPR at/HQIRUCTI/IrB Udat$ AND UNOEROROUND aOtYICB ALERT (1BOSt7difa71 • ® POLE TTM MORNING DAYS PRIOR TO CONSTRUCTION. •• 6 NOTIFY LOCAL FIRE AND POLICE DEPARTMENTS 48 HOURS E ADVANCE TO CONSTRUCRONL ��Od DOWN GUY t ` f a NOTTPr OF AT I � RISER DETAIL • - _xouaS /wADYAxceoF coNsrnucrtoR L •�A I .aim wun.� a comYNAcmRToovrA(MASTATE ONmIOMoPDVDUSTR/A1.QAFBT ar"mATIOMPERMIT: (ABC amOFTHE BJ - �I A - GENERAL CALIFORNM LABOR CODBDATED J47a LOCAL CONSTRUCTIOIro PERAITS DO MO7MEHT MIS REGUIREMENT: Amami - o.•ONr�N�r,�®r Mm�� • eoNrxaeaKOMBrTOeeoNTxa.roearreArAUTIEd. E T. roRQ �"' II NNA PROPERTY ADDRESS S. 7314MCH CONTROL M it! MAINTAINED BYSMPIMO. BAERCABIL PL4IINQA Ta AS SPEC MM ON THE PLAN Aso . ® SPLICE PERMIT. PROPOSED RUNNING LINE A eoNaTRYermNwPmMATERIAL USED mTOCONFORM WITH vawaoKNTELEPHONE roAIFwMQveCF?ATroxs �® pg FDN BOUNDARY f0. FEETONMORE M SECTTOMNLENGTHS SHOWN, I/NSPPECCT OR. ENGINEERING BE FROM HOYN, MN0711"TELEPHONE ti � 1 r u°uaaAml - IroS QerdCRPMMYCIIAD - —CF— CURB FACE + CONSULT" To OEYIATION MILL CONFLICT WITH CABIBORDEIEO. ig �p1rNTH: rAmA boROIIMO MIS -FOP— EDGE WENT 1f. MANIIOLEANDMR vuuem® To DEPLAcED BESORE CoNDunPLACENExr. OdvSrHRT,= L&I - - LINE —F/L— FENCE LINE Iz PRECAST MAMMOLES AND OR PULL BOAF9 TO BE BET ON MINIMUM OFSIR (6) I!W ES OF COARSEROCR OR ---- RIGHT OF WAY - BAND BASF GBP S22802.rB4 AND GSP Bff.T000fQrA. - a � t7Lm1 IL MANNOLHH AND PULL BOXES TO BE RACKED TO VEROUN ff B INCATION UNLESS 07HERNRE SMOMN ON - - GUARDRAIL DETAILS wp BT12dOA>g4 AND GQP B1IJOOBfOC6 • - PROFILE - 11OE0D I1 BA1f°'I''1OXf•LOAKO d^IO —CUM— COMMUNICATIONS LINE • 14 COMPLETED MALL THICKNESS AND MAMOLE NECK LENGINS(DRIVE TO CEILING) M AS BNONK fOQIaIPID DlPTN. INTOTImBAOBD No{e RtoCATfONS PmvmmF PAm —DRN— STORM DRAIN LINE - is PULLINGMlROMBFOCOvaaCOD DIIErnIBeaoHYFIIMVRE DUCTEMTRANCEa AAD, OR ovrwalre M.4L FROM FUTURE DUCT ENTRANCE �,� ""'�" HRara® ,,,�� mwr YrA.re TBnU'GU BLOCK OVFRema 4 . dECUAH mrY[S II/TIl eaAsslmf NYC. —GAS— GAB LINE IS. erueaeDaEelrNmN ARHJOfNm MOnmf emma• POLEA ORL1ANxolES KnrN txxDuneMAU BB TYPICAL MANOHOLE PLACEMENT + FND GROUNDING DETAIL —PWR— POWER LINE fD,YUTm M/1NPNILL m /RUSKS NHIM LATERAL IN SIDEWALK —SON— SANITARY SEWER LINE . IF. ALL OKfIR AKImVABEICO CABLBTONAMAMNIIItIM OPMCOYER BODINOVTTER ORAO AMO rLO1I ' LINHYNIL'DM dPECDTC®OfI®f1OdG cC�Bn —WTR— WATER LINE Ia mLDAONArARrA wlKaTHIwOPoam ausaowD eASeHAKiNOTKrmrvucm. ANADOTIIONAL N+ - TYPICAL RI8ER DETAIL {—�—{—} RAILROAD TRACKS EraNTEExfrrT arIDEQMnlB Mwrxurmvd eFlOII TNa PROPOSED aVnER GRADSOR FtoMLI@ --- CENTERLINE rA BMDIrl9AD,U?AMO9R BUAfm lJlelH rABLHOROYND COYEA(_JAaU1rE/IrM MAIOfO[F3. AT MT • IMTPRVAId ALOMO TRPNCM AND ATAxr OTHDr F'O/M SNEERS COYEN mwelm QllQMTAMLLIT rwor PROPOSED AYeR�06 E'OUCT ffi (LENGTH VARIES) ewe.. A:fKYAM/T aKe.aw.�{ P{•PoAI•DULT. PROPOSED MANDNOLE , Cam' Nqm� • ANr 10•eUs� N®N�b H. ?HEOdTINO VACANT OYCTARB OIdrllVteFD OURDIDTNH COIY8TR1/CIMDM PROCL'DQ•THLL'T MI¢rreH EZ/dTINO OFOT MILL OCCUPY EMBTINO ' MAwnREILm K� wP�rrm�icur � vED IauF//NOtnIT • .rm yamnee Bsmb'wlo e. �A a FLdII/ID GDED,Yn HILL REOY/TRH RPARRAI/QLEM(RA/dG COINER OR �tAYf MnrBTOYnd BOMCO HOIERLI?IROP- CLHARANCB FlIOM OTILOr SYIIdIRYCIUA®OR RLOPER CMGWCH INTO MANHOLES. � f • n. AMMlYYY �'••^••'•'r Or ett(�DIIC/®dIYII RE AMIMArI®AeOYG BIB OR�AMD IDUFTND ,♦ ! 1 .p+P t MYHSMRLCTVRE (mraON seeoKrawYPlCl9Il0.) _ BORE vn- u ALL RAm tme TITAN ST Meeduem lTITNCLASS>dr coAlcaefKSPER Iav Puenea sssfOT.ms aoi '.YIxo CONoun BETWEEN PEW O.VCRRf COPPER I, . m COMIRACMEIRO YESBAEOEDIrALL REARPALLMEND OrprcrerRYCMRE AIFASIALUSED EEAewEEmvls MeelErodm MrxE rrARedrroor, snPIn NEAauPNG ravEMYTree lMm ( �• ABPI/ALTRo • ' - m RlQORD MEM MALL MHALL MLARURtlfFINlS RISKCIOM IO,IICOPr TO /YrIA'dET AGNN04DL6 • '- • �M n. PLAce{wLrnmvrLENEPILL RorEuaucrDNDIu7ED .'�' ...I � �. ��fl u EEY/MYM MALE TNIrJOiOBs oreTm Cwamo sllALCO—. yg LD'�',.4rEmr '. L:S01 too-aTseoo - m RAEID OR SLI/RRrMBB LOIINOR F'ORTFD OIM CASroR xlml6ulDroTdEa PROVD,8411EEEDICM SEAL AreoTM KOmT or cAMNO. - 8/DEMALR7 :.;?':.�'::: :fir- --"':-.`.. CIEW PLAN m TUEmuworonEKM/nmlAmEn TanmAND ourTvt ese i TYPICAL FOR USING EXISrINGCONDUIFS iou.F) ' P. eDReorrordTREwCIrlReux®ueLgePISSN'+S7MAreeRBwEeLouTroMaMea -:rrcwuursJ rrrrcwolDc..sJ sai.nM.mae COMPLETED, er vmaON/mPecrOR. COINTRACML MBACJ?DL drIICeITIQArfERrovaMro coLvaerm - a CABLBM_PAKR_OArK04 oD.__:AIm LQa PERFOOT._. - a ?6uR®CAH1Bro PACEOm Ord TREMCILauID BACMMLL IIRL BH IEOmIED. AMNIMWMOrr BEIOM Elm frAeove7Ne uete. WrdclleAcrmLL MCO nPOrdle.rKM /A/IrAF as•ANnewEA - BORE P?B NANDNOLE PLACEMENT DETAIL ' CON87RUCT/ON NOTES dLYRR1 nPeBACKFlLL (MIS) ' u Y!RlTOM UOPlCroA MCOOROmITE t-'.'.OEYYIXTAAD, P4ClI®Yr. cDEIrILT Fn.m.mvr 4 oLTonadcrarAAmAAD coAVAcnaN ' sEIEDYKm FRIDLMSTIRHMO CDAEIKIA:ffDEt T[IOMONE MIAMS�. NrmrtamRl �IAxvrALMKmrNAmMtA urermA NILL1Yv LILY IraL vAar Ls SMRMFLYAAD, tAED,dfJIAM KKIIILCOIMF/IACIDMIIEQATMFICIION or IROlOtnoNLmI OR cOL•EIDm1rALAcdc� "��®""namNA°Y�"m�uu '� uaA e sa ROAw+Oro MCONPoIDIMmEcwcATroxwTNH CI1YwuounrrA. 'OCO� ..m.aKurvAurDOifNraPOno4 cAmvrlNs rDN^�� w®crNWAL ASM/IMDAro umeeOsnKMArLA4Melvlmwr. _ vMlaoN AKvu MrATm - CALIFORNIA wxrR.Acrow MIIL/EDMIEANTDAMAQID ow onmertQe oeLITPLATlD STR?ma rwvnELrrAUKYINa, CR - _ OMmow T P9.4:879 Grld#:E3 RAISED PAVEMINTMEARXEMMn. • DWOLA IRRVYCOMENTdNALL BE BORE MTMH eA1/drACTIOw Or THE l�rotan - /�M• ` x nMrLL ar TMEmwrR�csmM ardrwMmum MPIOKRD8IRA/FfC WNMROL ALKIOMBOAID, ONAu PROFILE an w A•AMLARTQIOI/mOI/AMYOMImfProUC RIOM-0FIAYwSOOECMm er txE arAT4 COoRr��.�� LA QUINTA LOCAL A[TIIIOM7► 1MB COdTro MBd rllml/DIDmfME BID /RICO SANS rO PROPOSED _ NIO®C0Hm0 LA QUINTA BO4 0543 i0. COMRACMRSNAIL AEIA/r NOWMOATINHTI®TNH I�� LL cowDllnAAD, eAaearroPLwcm. IrerlMlro MBePRanCODeY NELuoR K ALL FlelLOmfRmVlIOII N[roMARS MOHOAOYXOED MITI/I j'Kr OROIIIm RODAIm Lm OKMIArD nEE AAP INmrAa • eoCO FKMLDHD en DP JIM BISHOP FRAOM rAa ffioIN1s + • TYPICAL VACUUM LOCATE DETAIL Dm OBI7 SI08 DETAIL FOR USING • - _ 008"NG CDMDDIr - oBMDweo aN, 7FFAOAF ' en JIM BISHOP Dm OB S(OS SCALE N.T.S. PDN Number • COUNTY OF RWEMDE 114016 ` BNCRDAC/EfO/i PERMIT PTT9 Fl®l DmT. ROUTS 3 w 4 ALL NOTE APPLY UNLESS CROSSED OUT t. "WIELBNONe COLmANYK"D/uOEMIr ATTEPOMMMCORRECYLYLOCATEANDSNOWS"XV G�EIOF THE TME`NNL ENDTGNTEM rSUBSTRUCTURESL FAUE�AYWOWL 24R5" WIDTH BYBB1RuCTURE IN rMFJR commcr LOGTrom w1LL MOT BEA BASIS FOR A CLAIM FOR EXTRA WORKAND THE CONTRACTOR SMALL Be EdPONS/BLC FOR ALL DAMAGES ro SY86fRUC7VFlE8 WHETHER SHOWN OR NOT. , ALL HOAReMALL CONFORM707PWLATedTEDffOMOPTNEBTANO4ROSPECIPI=17o FORPUBUCWORKS IA AND SUPPLEVEM7V THERRETO(APWAGC OREEKSOM MIDTO TTm BTANDAMP PLANE AND SPECIWCL170MV OF "Le WTI ME DIRECTOR OF PUDUC WORKS MOD REVZ=XS TO THU CITY OR COUNTY REY/a1YID COMSTRUCTTON ORS WHO SMALL BE MASS AT YHB DrdCRBmm OF ME CITY OR COUNTY CONBTRUCTWM INDPCCMA. AU.MBIVCONrRUCTMN(A ABOYBDROUNDAPPURTI CEB)SMALLCOI MW7rO C/AANDCOYNTYZIMUNOAND BYETa/OH oR lm4Aw4 B. COKBMUL'TWM WORK Of ANTOfLLL HAaMWAYV 19 "EJECT TO A MAXIMUM OF 2004ZO07 OPEN 77ZUXH ATA7EKE , AND HOURS AND amD PMS UNLESS ALL USA DIG ALERT WARM MADE ON CfY - STAEETD, �Gut1ER. AR EWAUC 42" HEIGHT • FOLLOW?MOSIGN/WCANT COMPLEMM OP FIELD COMSWIUC770K THE CONTRACTOR MUST RFJfOVE ALL USA WO ALERT DUAIIS MADE ON CT'STREETS, CUR84 OUrYVRS AMP SWENWLKS, TO FACLfEATEACCESS To INTENDED LocArrom OF MORN, THE CONTRaerOR MusrAPPLY FOR A ' 7EI0'ORARf NO PARKINO PERMIT FROM MS CfYVI:OUNTYN PUBUC WORKS DEPARTMENT . rAAPWC commaL PLANS SMALL Be PREPARED AKE SUBMITTm FOR REVIEwAND APPROVaD BY THE cr r'A9UW79 ' CONSTRUCTION 7MA ICE CONTROL PLAN PVlEPARAWON BYrDaLrA0:8. NO TWO CONBECY7WB ' INTPIISECROIVS SMALL AS CLOSBa 2 CONTACT TELEPHONE COMPANY INSPECTOR AS MOUE IMADVANCB OF COMBMUCTFM _ a. MOTE►ALLUTUnTES, OMH SUBSTRUCT U&Eff4 "D UNDa O=UN SMWCEALER (14M4224131) ' 7W09VORMJXQD4YSPWOR7VCOMSTRYmOAL •L A NOAPYLOCOLMWANDPOLLLSDEPARTMENTS IBHOURS MADVANCETOCONSTRUCHON. Nall" or AT 20" DEPTH _HOURS INADVA OFCOMSMUCTIOA. a CONTRACTO MC0 A/NASrATe DIMMMOPIIYWSTRIAI.SAFE"ZW.4VATTaNPERMT.(SEc6MOP7MB � CAUFORNUI LABOR CODE DA TED a472 LOCAL CONSYRUCHORS PERMITS DO NOT MEET THIS REOwEEMMMT. v T. CONTRACTOE/EIUIT 70 BE ON 77W JOB Affe AT ALL TIMES, T E. TRAPPTCE COX FROL ro BE MMNTAINED BY 871BPING6 BARRICADE PLATTMOAC AS SPECIFIED ON THE .. .. ,.. - _PEDESTAL .MOUNT FERMI 0. COMD7RYBft0111AN0 MATBAILL!/d®fd TO COAfVRM WIA/VBAQOA,EL®MOMS e01PAA. dPBCIRCATIOAB. 144/216 .FDH ' 16 COMTRRM REnWWSE SECTION LENGTHS ENWREERI80BII/ATE E FEETORE!T FROMRECTIOM LENOALI 77O W MOWFYTE7T WITH INSPECTOR IXG/MBER/RO SHALL BE eo/tauLT®ro DefvuMre ry n¢ PEVG7foMWfLL coxFucrWMH caeca oEERm 12 PRPSTIYIMOIEAND BE BOXES TO Be SLIT ON SIX (BJ ARSE ROCK OR - 24R5" W/DTH GI SAMO BA BE. asp dT� AKD GSP 91f woB OCA^ IS. MAAMOLES ARE PULL BOXED TO Be RACKED TO MUZON DPECFIC4710M UNLESS OTHERWISE SHOWN ON PETALS BSP 02I0d02—W AND OSP 811.r00A10" , 14 COKPLETED WALL THICKNESS AND MANMOLE HECK LENGTHS (BRAVE TO CEILING) 70 BE BRONX IS. PULLUFO IN OWNS ro Be PLAcEn mEan V BELOW FUTURE OUCT ENTRANCES, AND OR OPPO"M WALL FRONFYTUAe DYCTENTRANCE, - - .19L APUCSA—V WNKN ARD JOINED TO OTHER B&IMMPOLE. OR MAM/MLED W/TTI CONDUIT SMALL BE � EOl fIMCD WTT N PWLL !N /RUNE. 17. ALL BUT ER ANAWR OURBm!•J TO MYEA MINBIUM O/ aT COVOI B BUTTER GRAD ANO FLMW ' YE UNLESS DPECMrcm 07KIMMAL 16 INRD.DWAYAREA WERE PROPaaED aue.aoao DASD MAD Nor BEEN PLACED, ANAODlTPDNAL ' 42". HEIGHT ElGMfEEII(187 UYCME TO Tffff LR/M COVOI BELOW ME PRDPOMEO GUTTER BRAVE ORPLOWUNC I& SNOW COMDUITAFOOR BURIE CABLE CABLE GROUND 00Y (--, ADJACENT TO MAMMOLEL ATBO INfENVALS ALONG TRENCH AND AT ANY OTHER POINT WMERE COVER DD+FERS BYBDTANMI YFAOY AYERABE xi rarDRnAUDlrerB Foa Buaun a/Eme MIANDELroEfg -reRrMFer,a�-saR a}-DrR:re, Aim SP MR Ever. t1. PEODTlNO VACANTDUCTAE OMTYR®OUROIO rHECONDTRYCTmNPROGED. rMDYNurr BB ��MDR"•^^ MZ P.ODIIMO L'ONDfRT WILL RFOUIfSRt/ImAAAQImTT(RAIDG LOWOL ORDPYL) TO PlRIOTP'ROPER ••"^FROY OMEAdYBSMYCNED OAPAOPEIf L9111RAMC8/Mro MIAIOfOIED. Mz AYIN/YIDI rieARAAme PFsu(D, IKCI®SMALL EAMINTAINlD.eBVE B H, OEB EAND SQVTTMD 20" DEPTH SVBDMYCNAE /101sOM dECOMDARI BXCEPTE., . P4 ALLR.E,LL'dB rH.NaD-roEL'NCJ®WfTML'LBDS aO CONCRETE POf GBP PRACfTCl D1b1DB.�, BOS 75 LBSR:] MS eONTRAOTORTOY F7WALL MWALL ARMOR WALL room or DUCTamuc'IVELPJWL/ROmWAc MPMUReMaNraroEEeaaEroTlm rmARErsoar. area uBYMNor ve ARlBrae Yam xi REDDRR,NWLLro...�R,ewdee,mK,�AB�;,,aIL,�R,MLR. PEDESTAL MOUNT M. PLA�g.�"�mP.LEF�AR"�ewD'K'lRo""En 216/288 FDH xi MalDrur WAu MrmarEae oiaTLea caaDro alto E� $ BAMm OR audarro ELOUR OR FORCE afro CASING wmtRAND MLIENL PREYBRI/TIROSPreN ' SEAL IT ROM ENDS O/ LADDIA _ • THING 31" WIDTH aA roM2UJNO 0 PERUFTTED ENDER CURB ARE BUITOL ETC a1. BamS OR OPEN rRENCB PLR SUR—CABLE SPLICH KX S7 MAr BE REBNE LOunDAtl To BE DHlZMKSWO BY YELTbM AVMPECIDR CONTRACTOR TO BACIaal dl7JCE P"B AFTER SPUCAIO0 COIPIl7aD. 2. CABLEM_PArE_GAU A,O , AND LBAPER FORT ._. 40"HEIGHT 11 OBUAIEDCABLE /D PLACE MO/EIV TEMCN dAlm BACKFDL WILL E RERUBtEA A MBF01RD1OIT SELOW wMD rraeaveT/B CAR,^TRENCH BAmvRaroETneraA.ulm(uw,µ - - M YERMONfMDPECTORro CODE/MATBVe.v DBIYOO'IMD PLACE1fEM. CDNTICT >z Iro[MD PArOR roDTARWNO COAmTRYCTroN TELoorofma+amot_. IS dRRYdFR►AE LAMOdCAWXO pBL SS RaPYC[DTOTHH SATTdF/ICIfO1110I PROfINTYOJWTEN OR BOYlatgITTWDL'NCI. 20"DEPTH ac aoAYBro/amaoLPORMTIaPEUFlunonovTTmanoruatawrA. 37. CONTRACTOR WILL RETORS ANY D.LANCED OR OTHERWISE ORURRATED d7ROVAV. PA VEMLEMT MARK/NA OR ' RAUID PAVE1mIR AIAEI[E. PAINT RePLAC®VTSMALL E DONE TO THEAA77SAAeHOR OF THE rraauvAunoa couRrTn"ocvm a6 TIHLLEMB CONTRACTOR'HREM'ONdIHlUYVro IROYmd 114PWC CONTROL ARROWBOAIlD ON Au MILgN AR/ODEB AND ONANTOfHIIr PIreLNC RmxroKWAYAS DOaeI<9 er n2ar�TE COflNTY, oR 8" X 12" OPEN/NG ADM 90An ' 42" so- PAD FOR FDH 144, 216, 288 & 432 CAB/NETS LouLAUTrroR/fr. TTm ODdTmroEarCt+DmwTMB am PRrca. - AL coN,A.croR MMLL rauNT N011MNOITTNE iH2T1NE PEDESTAL MOUNT L'OMDUITAND B.EAE P4GED. NDwINoroEPrmWDED SY YOIQOM. 432 FDH Aa ALL PN7Dl oMriaBurmM MuaeAETO EBRmfND®WTMAi'XCBROYNO ROD AIm Fd aKDYNDWwE - � Mac v oxMAa J VERIZON LEGEND BURIED PLANT OBORE PIT QFIBER CALLOUT REFERENCE ^� NNIMH CALLOUT REFERENCE l / SUBDUCT CALLOUT REFERENCE VX TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION NUB (FDH) ❑ NEW HANDHOLE ' M NEW MANHOLE Y SLACK I STORAGE LOOP III GROUND ROD 2Bohm Q ' CABLE IN CONDUIT AERIAL . -Q POLE ANCHOR ® POLE }} DOWN GUY -( j- RISER DETAIL T GENERAL ® PROPERTY ADDRESS ®� SPLICE PROPOSED RUNNING LINE FDN BOUNDARY -CF- CURB FACE -EOP- EDGE OF PAVEMENT ' -FIL- FENCE LINE ---- RIGHT OF WAY GUARDRAIL -COM- COMMUNICATIONS LINE -DRN- STORM DRAIN LINE -GAS- GAS LINE _ -PWR- POWER LINE -SAN- SANITARY SEWER LINE -VVM- WATER LINE RAILROAD TRACKS --- CENTER LINE ImFe,"nt Astlm U' Ib{TI) N tll.0ow.aset coAA ngmti . DU AYA Lrrmmm N®A.r ra a I®a erN. A 9wmM b eiDAL� MO M YaD6 b 1.W MM M.n LO Nmbl oA EMENEEMM CALIFORNIA DIvmIALA rFlorAe come. Pg.*:879 Grld#;E3 mnm cDNTRw wA A QUINTA WD®L>flWMA K— LA QUINTA 0543 _ cot"m OP RIVemos ®ICROACKMENT PERMR rM FlSF.R GIST. Rom VERIZON LEGEND Toblo lgC-3(CAJ. Tepoi Lon0111 Cited. lot Tompe—y T,olle Canl,ol Z nos Speed S Ikmfhl Minimum leper Len0111" I., Wldlh of Offset 0.6 in (W) tdaluiou L Im) 51,110 0 U2 (in) shoulder UJ Iml Con111cC' U0 Ion) 70 71 10 7 70 40 77 to 12 70 G0 60 29 10 70 60 04 42 20 70 70 1s0 70 67 70 DO 10U on 60 70 'a 00 set 1.2D7 00 70 216 117 76 ]0 Ito 240 174 O7 70 Moxlmum ehonnekaet spacing to, eh speeds on ano-lonrllwoway topers is 0. tin (20 4). Maximum channelael spacing for all speeds on downslraam lapels is 0.1 in (20 A). All olhotlopersoraes shown. - Use on Inlem,edblo and sltoA•lerm projects lor toper and tangent sections vAleto there era no pawnionl markings or whore thole is o conflict between existing pown,enl markings and ehonneliaers. On Stole highways a spacing of 7m (10 0) is recommended lot leper and tangent section, shown on TA•71 and 7A42. Toblo OF•10T. Msxlmunt Spacing of Chonnalleor Spacing speed Ikmlh) mmitinl Chrinnellxer Sit .10 l leper' Iml 1o110on1 Im) Coniocf" (ml 31) 0 12 7 40 D to 4 so to 20 r 66 12 24 6 70 14 20 7 00 16 72 0 00 10 76 0 100 20 AD F 10 110 22 44 11 - Maximum chonnohaer spacing lot n0 speeds on ono4onollwo•way lapare is 0.1n1 (2011). Maximum channe6cot spacing lot 00 ap9ed4 on downslreem lepers is 0.1 m (20 fit. All oilier lapars em as shown. "Use on inlormodele end Orol•lorm pojects lot forest and tangent sections Main (hare ate no pavemonl markings or whole Metals o conflict between axislin0 paeamenl motkingi ..it chennabcats. On State highways o spacing at 7 in 110(1) Is recommended for leper and tangent eactions sham on TA•31 and TA•72. U3 -{ 30m to 100m 30m to 100m 4111 • • SHOULDER SHOULDER SHOULDER TAPER WORK CLOSED A © SHIFT= U3 W21-5� W21-5A NOTES 1. Where approach speeds are low, advance warning signs may be placed at 90 m spacing and placed closer in urban areas. 2. Each advance warning sign shall be equipped with at least two flogs for daytime closure. Each flog shall be of least 400 mm x 400 mm in size and shall be orange or fluorescent red—oronge in color. Flashing beacons shall be placed at the locations indicated for lone closure during hours of darkness. 3. A C14 (CA) "END ROAD WORK" sign, as appropriate, shall be placed at the end of the lane closure unless the end of work area is obvious, or ends within a larger project's limits. 4.I1 the W20-1 sign would follow within 600 m of o stationary W20-1 or C11 (CA) "ROAD WORK NEXT WALES", use o C20 (CA) sign for the first advance warning sign. 5. All cones used for lane closures during the hours of darkness shall be filled with retroreflective bonds (or sleeves) as specified in the specifications. 6. Portable delineators, placed at one—half the spacing indicated for traffic cones, may be used instead of cones for daytime closures only. 7. Flashing arrow sign shall be either Type I or Type 1. 1. 8. The maximum spacing between cones along o tangent shall be 15 m and along a toper shall be approximately as shown in Table 1. 9. For approach speeds over 80 km/h, use the "Traffic Control System for Lone Closure On Freeways And Expressways" plan for lane closure details and requirements. 1OWhen specified in the special provisions, a W4-2 "LANE ENDS" symbol sign is to be used in place of the C20 (CA) "RIGHT LANE CLOSED AHEAD" sign. • NOTES • Unless otherwise specified in the special provisions, all temporary warning signs shall hove block legend on orange background: California code are designated by (CA). Otherwise, Federal codes ore shown. SIGN PANEL SIZE (Min) 0 900 mm r. 900 min © 914 mm x 914 min © 750 mm x 750 mm ED 914 mm x 457 mm TYPICAL SHOULDER CLOSURE 30 m 150 m \ r^ GND ROAD 1YOR C 14 (CA)' See Note 3 BURIED PLANT SORE PIT QFIBER CREFERENCE UALLOUT HHIMH .ALLOT REFERENCE //a ( - ) SUSDUCT CALLOuT REFERENCE (uJ TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION HUD (FOH) ❑ NEW HANDHOLE NEW MANHOLE (© Y SLACK I STORAGE LOOP -III GROUND ROD 25ohm (E) CABLE IN CONDUIT AERIAL -� POLE ANCHOR ® POLE DOWN OUY RISER DETAIL GENERAL ® PROPERTY ADDRESS ® SPLICE PROPOSED RUNNING LINE FDH BOUNDARY —CF— CURB FACE L-EDP— EDGE OF PAVEMENT FIL— FENCE OF --- RIGHT OF WAY' GUARDRAIL —COM— COMMUNICATIONS LINE —DRN— STORM DRAIN LINE —GAS— GAS LINE —PWR— POWER LINE —SAN— SANITARY SEWER LINE —WrR— WATER LINE }-F-)--F RAILROAD TRACKS --- CENTER LINE ImarYel MetMa op4• ravlm. olv Itt•ra tl•,Nn•.tbn Mum►rr Ip M 1.•ntr4 a•b. 'M1tmry b Yar•w V• w,ll ti NK !p ya1 qp Nwl La• MatNr ant usw •i w•, YaAQOn AlleA eTATw . CALIFORNIA For —tan, Tryot•Aa oulos• Pn.tl: Gridp: FCM H .1 Advance warning signs_ See Note 1 1 30M to loom 30M to loom '30m to loom r N � U ROAD WORK RIGHT LA AHEAD CLOSED AHEA 8 W20-1a C20 (CA) (Rt) See Notes 2 and 4 NOTES 1.Where approach speeds are low, advance warning signs may be placed at 90 m spacing and placed closer in urban areas. 2. Each advance warning sign shall be equipped with at least two flogs for daytime closure.. Eoch flog sholl be at least 400 mm x 400 rrim in size and shall be orange or fluorescent red —orange in color. Flashing beacons shall be placed of the locations indicated for lone closure during hours of darkness. 3.A C14 (CA) "END ROAD WORK" sign, as appropriate, sholl be placed at the end of the lone closure unless the end of work area i; obvious, or ends within a larger project's limits. 4. It the W20-1 sign would follow within 600 m of a stationary W20-1 or C11 (CA) "ROAD WORK NEXT MILES", use o C20 (CA) sign for the first advance warning sign. 5. All cones used for lane closures during the hours of darkness sholl be fitted with relroreflective bonds (or sleeves) as specified in the specifications. b C20 (CA) (Rt) TYPICAL LANE CLOSURE L D See Table 6C-3 o WORI< AREA D b 0 0 m ir t 150 m See Note 7 ENII ROhll 1YOR C14 (CA) See Note 3 W4-2R See Note 10 6. Portable delineotors, placed at one—half the spacing indicated for traffic cones, may be used instead of cones for daytime closures only. 7. Flashing arrow sign sholl be either Type I or Type 1 I. 8. The maximum' spacing between cones along a longent sholl be 15 m and along a taper sholl be approximately as shown in Table 1. 9.For approach speeds over 80 km/h, use the "Traffic Control System for Lone Closure On Freeways And Expressways" plan for lone closure details and requirements. 1OWhen specified in the special provisions, a W4-2 "LANE ENDS" symbol sign is to be used in place of the C20 (CA) "RIGHT LANE CLOSED AHEAD" sign. SIGN PANEL SIZE (Min) A❑ 900 mm x' 900 mm © 914 mm x 914 mm © 914 mm x 457 mm Table SCJICA). Taper Length Criteria for Temporary Traffic Control Zonoe tdinlmum leper Length*' for Width of offset 3.G In (W) Speed S Ikmlhl Merging L 1m1 shining U2 Im) Shoulder U3 Im1 Conner' U3 1m1 30 21 to 7 30 40 37 19 E 30 50 50 2B 10 30 6O 04 4z 20 30 70 150 7B 57 30 00 10D 00 60 30 BO 203 101 OB 30 too 225 113 75 30 1f0 zoo 124 03 fo . Maximum ehennaii[ar spacing lot all speeds on one•lanell—try lopers is 0. tm (20 A). rAeximum channahzer spacing lot oil speeds on doernstteam lepois is 6.1 in 12011). All other lope. era as sh-at. " Use on Inlermedialo and shah -lean pialecls lot leper and longanl sections Y hera there Bra no pawmenl markings or vrhoto there is a confucl balvmen existing powmenl markings and channahxers. On State higinrays o spacing of 3 in (10 0) is recommended lot taper and tangent sections shoran on 7A•3i and TA32. NOTES Unless otherwise specified in the special provisions, oil temporary worning signs shall- hove block legend on orange background. California code are designated by (CA). Otherwise, Federal codes ore shown. LEGEND ® Traffic Cone Temporary Sign Direction of Travel Flashing Arrow Sign (FAS) 6,0_0 FAS Support or Trailer I Portable Flashing Beacon Table 6F•102. Maximum Spacing or Chennallxor Spacing . Speed Ikmlhl Mail tim Chonnoll—S ncin leper' (ail longanl Iml ConOlcr' fail 30 6 12 3 40' a 16 I 4 50 10 20 5 60 12 24 6 70 14 20 7 00 16 32 B Do t0 36 0 100 20 40 I 1D 110 22 44 11 ' IAeximum ehannebter spacing 101 ell speeds on a no-l.ne/lvtivray lepers Is OADI 12006 Maximum channehxei spacing for all speeds on durmsbaem lapere is 0.1 in 1200). All other lapels ore as aho . " U30 on Inlermertalo and shon.lerm preitels for loner and lanpenl sections wItero Ihna are no pirremem markings or vdtna (hero Is a eonfact bowmen existing pawmtnt mendng, and ehanneBze.. On Slala high rMys o spacing of 3 in (10 n) Is leeommended for lapel and Mittel aecbom shurm on 7A•31 and 7A-32. 1AUTCD 2003 w/CALIEORNIA SUPPLEMENT VERIZON LEGEND BURIED PLANT ( BORE PIT QFIBER CALLOUT REFERENCE HHIMH CALLOUT REFERENCE ( J "IUSDUCT CALLOUT REPERENCE r�J/ TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION HUD (FOH) ❑ NEW HANDHOLE (© NEW MANHOLE Y SLACK I STORAGE LOOP —III GROUND ROD 25ohm Q CABLE IN CONDUIT AERIAL —Q POLE ANCHOR ® POLE DOWN GUY —( )� RISER DETAIL T GENERAL . ® PROPERTY ADDRESS ® SPLICE PROPOSED RUNNING LINE FDH BOUNDARY —CF— CURB FACE —EOP— EDGE OF PAVEMENT —Fit— FENCE LINE -- RIGHT OF WAY GUARDRAIL —COM— COMMUNICATIONS LINE —DRN— STORM DRAIN LINE —GAS— GAS LINE —PWR— POWER LINE —SAN— SANITARY SEWER LINE —WTR— WATERLINE {—)--{—F RAILROAD TRACKS -- CENTER LINE rr.oatua, hwr. s.pupa 4a,u4a,t eta. aa..rt.a.m Co4r trr— r erg A,wl,rttanteram MumMr tp ti tuW krtvr 'rra,n h , e Ya�Y` 11 n n. NLd �i y..7wr Wp Nwl Le, k,rtttwt alit II sEP J� C�II f 1.800.227.2000 Ve0.LLaa AAa/. aTAt4 CALIFORNIA mvretott. tnotam auwar Pg.#: Grid#: art, e{ .-ThoLNa. ttatxcarri_ UILM, en JIM RISe10p w nFt osatancp et, SCALE on JIM a15MOp N.T.S. PON NumM tnu, M VERIZON LEGEND 0 Traffic Cone lemporory Sign �— Direction of Travel ® Flashing Arrow Sign (FAS) 600 FAS Support or Trailer Portable Flashing Beacon See Note 4 C14 (CA) l kll RDAn IYnR O Tabto CCJ(CA). I par Lenolh CtlIaifafar Tomporory Ito Ilia Conlrol2onae speed S 11-1h) Mlnlmun, To par Length- for W Id1h of lineal 3.0 m IW Motglnu L hot ShllllnU 1_12 Iml Shouldw UJ Iml conflict' L13 Iml 30 21 lu 7 3U 40 37 1n 12 30 50 50 21) in 30 00 U4 42 20 30 70 150 70 63 30 00 I00 00 GD 30 00 20J 101 00 30 100 225 173 TS 30 /10 240 124 11 oD an 'Maximum ehonno0zet spacing for all speeds on one•lanellwo�way lopets Is 0.Im (20 fl) Maximum channahzol spacing fatal] epoods on downsllopm lapms is CA m (206). All other lepers ono ns shown. - Use on Intermediate and shod•lerm projects lot toper and tangent sections I her. (hero ato no pavement markings orwhmo thmo is a conflict between existing powmenl markings and ehenne0[ois. On Slate highways a spacing c13 at (10 g) Is recommended lot leper and longenl sections shown on TA•31 and TAJ2. Table 6F•102. lAoxlmum Spacing of Channalllor Spacing Speed Ikntlld lAoxlmunt Channoluct 6nacrn Tape,' Inn] lungent Iml Conflict' Im) JO 0 12 J 40 0 10 4 50 10 20 5 60 12 24 6 70 14 20 7 on 11) 32 n OD 111 36 0 IW 20 EE 40 1U 11P 22 44 11 • Mmimum ehenneflzat opaein0lar all apoeda an onn•I4nHtaPNey ]open is O.tm 120 A). Marinmrn channektat spacing lot all spends an doxnslloom IDpen Is 0.1 m120111. NI other ]opals CIO os at,_ — Use on inlmmodalo and altotl•le,m ra lecls for lops, and langenl eaction, wht Ihelo are no pawmanl malkings cr who,o Iho,o Is n conflict between misting pavement malkinal and ehennellzun. On State highways n spacing of 3 in 1100) Is teeemnnnnded got lope, and tangent sections shown on TA•31 and TA•32. See Note 8 W9-3 CENTER LANE CLOSED AHEAD �I L I D See Note 10 L I L 30m to 100m See Table 6C-31 able 6C-3 See Table6C-3 Advance warning signs, 30m to 100m I 30m to 100m 30m to loom 0 -- — -----j-LL---0--- @ 21 c± 11L 0lr OI 0,\ A ROAD WORK ONE AHEAD See Note 8 D W1-4L W20-1 C20 (CA) (Rl) See Notes 3 and 5 11 O MPH C W13-1 See Note 9 NOTES 1. Where Approach speeds are love, advance warning signs may be placed at 90 m spacing and ploced closer in urban areas. 2. Al least one person sholl be assigned to provide full lime maintenance of traffic control devices for lone closure unless, otherwise directed by the Engineer. 3. Each advance warning sign in each direction of travel shall be equipped with at least two flogs for daytime closure. Each flag sholl be at least 4D0 mm x 400 mm in size and sholl be orange or fluorescent red —orange in color. Flashing beacons sholl be placed of the locations indicoted for lone closure during hours of darkness. 4. A C14 (CA) "END ROAD WORK" sign, as appropriate shall be placed at the end of the lone closure unless the end of work area is obvious, or ends within o larger project's limits. WORK AREA Min 60 m 5. If the W20-1 sign would follow within 600 m of a stationary W20-1 or C11 (CA) "ROAD WORK NEXT MILES", use a C20 (CA) sign for the first advance warning sign. 6. All cones used for lone closures during the hours of darkness shall be fitted with retrorefleclive bonds (or sleeves) as specified in the specifications. 7. Portable delineators, placed at -one—half the spacing indicated for traffic cones, may be used instead of cones for doylime closures only. 8. Floshing arrow signs shall be either Type I or Type I. 9. Advisory speed will be determined by the Engineer. The W13-1 Sign will not be required when advisory speed is more than the posted or maximum speed limit. D W1-4R PH 91W13-1 See Note 9 10. The maximum spacing between cones along a tangent shot] be 15 m and along o taper sholl be approximately as shown in Table 1. 11. For approach speeds over 80 km/h, use the Traffic Control System For Lone Closure On Freeways And Expressways" plan for ]one closure details and requirements. 12. Unless otherwise specified in the special provisions, the ( 1 /2 L) shown between the two (L) lone closure topers shall be used. 13. When specified in the special provisions, a W4-2 "Lane Ends" symbol sign is to be used in place of the C20 (CA) 'RIGHT (LEFT) LANE CLOSED AHEAD" sign. SIGN PANEL SIZE (Min) D 900 mm Y. 900 mm �B 914 mm x 914 mm © 750 mm x 750 mm O 914 mm x 457 mm W20-1 ROAD WORK TYPICAL LANE CLOSING W/CENTERLINE RHEA \D Advance warning signs Sme- Note 1 — — — — C14 (CA) ROADHwoR See Note 4 NOTES Unless otherwise specified in the special provisions, all temporary warning signs shall hove block legend on orange background. California code are designated by (CA). Otherwise, Federal codes ore shown. BURIED PLANT —� BORE PIT FIBER CALLOUT REFERENCE //a HHIMH CALLOUT REFERENCE 8 SU13DUCT CALLOUT REFERENCE TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION HUD IFOH) ❑ NEW HANOHOLE -,r NEW MANHOLE Y SLACK I STORAGE LOOP —�Il GROUND ROD 25ahan .O CABLE IN CONDUIT AERIAL —Q POLE ANCHOR ® POLE DOWN GUY RISER DETAIL GENERAL ® PROPERTY ADDRESS ® SPLICE PROPOSED RUNNING LINE PDH BOUNDARY —CF— CURB FACE —EOP— EDGE OF PAVEMENT —FIL— FENCE LINE --- RIGHT OF WAY GUARDRAIL —COM— COMMUNICATIONS LINE —DRN— STORM DRAIN LINE —GAS— GAS LINE —pWR— POWER LINE —SAN— SANITARY SEWER LINE —WTR— WATER LINE . }.—}--F—} RAILROAD TRACKS -- CENTER LINE ImoarunlxW,» weusn.a,srsau alw.lae..r•v„am eea...aulm . alp wlxra b•nenlMnwl MunlMr b Ya le•„a41„lala •Iarl,•11 la tao.wn' MII M V V W. rw rear Ixa u.r4 Lo. x,.nwr em Call 1 1-800.227.21300 uaw n •• vsws:ox u+aw e,w,o CALIFORNIA omenoxl ,xo,w Duos. PSIN: Gridtl: corm cox,nos na. 11111x ax,aN ItJixt ssp en ^•^^O'w' on s'JIM AISHOP w •• osawnao ei, ,`.e., en JIM OISHOf SCALE N.T.S. PDH Numb inW H VERiZON LEGEND LEGEND (D Traffic Cone F Temporary Sign !!6-- Direction of Travel ® Flashing Arrow Sign (FAS) 00o FAS Support or Trailer Portable Flashing Beacon loblo GC.3(CAI. Toper Longlll Gilled. Inr Temtm,a,y 1r011¢ C¢nl,al ?ono. speed s fkmlii) Mtmmum toper Longlll- lot Wldlh al 011wl J.0 m W ' Mottling " L Ind Bidet ng U2 Im) Shoulder L13 Im) Conlncr, W (m) 30 21 to 7 31J An 37 ID 12 30. 60 60 29 to 30 60 84 42 28 3g 70 I6B 70 53 JO BD too 00 G0 JO 00 203 101 00 JO 10D 226 113 76 30 Ito 24B 174 03 30 o Maximum ehenn¢liccl spacing lot all spends on one-lenellwoway lapels In 0.1m (20 gl Maximum ehannalieer spacing (at all speeds on doimsuaem Inputs Is 0.1 in 420 8). All olner lapats are as shown. 'w Uso oo Inlmn,edlalo and shod-letm plol$cU lair tenet and tangent sections micte Illvo ate no pswmenl markings orwhma that. Is a conflict between existing pawmanl morktngs and chann¢lizars. On Biala highways a spacing of 3 on (to it) Is tecommended for Input and tangent sections shorn on TA-31 and TA-32. lnhlo 6F.102. Mnxlmun, 51,aeln0 of Chonnolhar Bracing Speed Ikmlfll Maxlmuul chenneI.— 5 loch toper Iml 7eng¢nl (rill c-incr' Im) 30 6 12 3 AG 8 10 4 GD 10 20 5 Go 1P 2A G 70 IA 20 7 80 1 16 32 8 _ G0 111 3G 0 100 20 40 to 110 22 49 11 - Msx)mum channoetnl spacing In, ¢0 speed, on onolanellxv-way lopelo is 0. Ina (2011). Maximum cnanneha¢t spacing lot all speed, on dewn1110am tape,$ is 6A m 12011). All oIhlt lapels a,e as shown. •w Uso on Inle t-Int a end ahollde,ra Itlejacla lot lapel and 1$ngonl eactions vAla,o lllato ale no pmamenl Inmkings al w11at0 111010 is a eon0lel nelween 021$Ilno pawmenl malklatll and chonnobian. On slate Mpllway$ a spacing o13 in (to of Is leeommended W final and tangent sections ehmwl on TA.31 and TA•J2 TYPICAL CLOSING OF HALF ROADWAY See Notes 3 and 5 C20 (CA) (Ll) C20 (CA) (LI) OTr IANE LEFT LAND; CLOSED CLOSED hlighl) ARAD a. o 13 1% d `I I- - 1J See Note 10 L ..� See Table 6C=3 See Nole 12 See Table 6C-3 See Table 6C-3 $ee Table 6C-3 e ® tU o tl Advance warning signs 0 ® to D ® See Note 1 �- Advance warning signs, I I u See Note 1 0 G 74 ® WORK AREA 30m to 100m 30m to 100m 30m to 100m O C� ul" ® e C14 (CA) . \ 60 m\ ROAfE1R1Y0R IRYORK 'RIGHT LA V1'Wl-4L A CLOSED I I See Note 4 I AHEAD RHEA I See Note 8 W20-1 C20 (CA) (Rl) W4-2R pH SIGN PANEL SIZE (Min) W1-4R See Notes 3 and 5 NOTES 1. Where Approach speeds are lour, odvance warning signs may be placed at 90 m spacing and placed closer in urban areas. 2. Al least one person shall be assigned to provide full lime maintenance of traffic control devices for lone closure unless, otherwise directed by the Engineer. 3. Each odvance warning sign in each direction of travel sholl be equipped with at least two flogs for. daytime closure. Each flog shall be at least 400 mm x 400 mm in size and sholl be orange or fluorescent red -orange in color. Flashing beacons shall be placed.ol the locations indicoled for lone closure during hours of darkness. 4. A C14 (CA) "END ROAD WORE" sign, as appropriate, shall be placed of the end of the lone closure unless the end of work area is obvious, or ends within o larger project's limits. See Note 13 W13-1 See Note 9 5. If the W20-1 sign would follow within 600 m of o stationary W20-1 or C11 (CA) "ROAD WORK NEXT MILES", use a C20 (CA) sign for the first advance warning sign. 6. All cones used for lane closures during the hours of darkness shall befitted with retrorefleclive bands (or sleeves) as specified in .the specifications. 7. Portable delineolors, placed at one-half the spacing indicated for traffic cones, may be used instead of cones for daytime closures only. 8. Flashing arrow. signs sholl be either Type I or Type I. 9. Advisory speed will be determined by the Engineer. The W13- 1 Sign will not be required when advisory speed is more than the posted or moximum speed limit. O 900 mm x 900 mm y.): © 914 mm x 914 mm L.14PH 19W13-1 © 750 mm x 750 mm See Note 9 ❑D 914 mm x 457 mm 10. The maximum spacing between cones along o tangent shall be 15 m and along o taper shall be approximately as shown in .Table 1. 11. For approach speeds over 80 km/h, use the "Traffic Control System For Lane Closure On Freeways And Expressways" plan for lone closure details and requirements. 12. Unless otherwise specified in the special provisions, the ( 1/2 L) shown between the two (L) lane closure tapers sholl be used. 13. When specified in the special provisions, a W4-2 "Lone Ends" symbol sign is 10 be used in place of the C20 (CA) RIGHT (LEFT) LA14E CLOSED AHEAD" sign. NOTES Unless otherwise specified in the special provisions, all temporary warning signs shall hove block legend on orange background. California code ore designated by (CA). Otherwise, Federal codes are shown. IAUTCD 2003 w/CALIEORNIA SUPPLEMENT BURIED PLANT 0 GORE PIT QFIBER CALLOUT REFERENCE , HHIMH CALLOUT REFERENCE SUBDUCT CALLOUT REFERENCE TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION HUB (FOH) ❑ NEW HANDHOLE NEW MANHOLE (M SLACK/STORAGE LOOP �YJ GROUND ROD 25ohm O. CABLE IN CONDUIT AERIAL POLE ANCHOR ® POLE GOWN GUY RISER DETAIL GENERAL ® PROPERTY ADDRESS ® SPLICE PROPOSED RUNNING LINE FDH BOUNDARY --CF— CURB FACE —EOP— EDGE OF PAVEMENT —F/L— FENCE LINE --- RIGHT OF WAY GUARDRAIL —COM— COMMUNICATIONS LINE —DRN— STORM DRAIN LINE —GAS— GAS LINE —PWR— POWER LINE —SAN— SANITARY SEWER LINE —WTR— WATER LINE }—}--{—} RAILROAD TRACKS --- CENTER LINE nl nws. ts.eu9n •aernn a s ow.mm.n ow. r..u,m . o1v A,..t s..nln,aum aumMr b M I..w,.e wlw. •P.rn,lt Ie 4swM• MII N VYK I- yw Ol$Alan so. Ihx 1o,ll Call UM VeaQON AR$A aTAltt CALIFORNIA a1V,elOd, 1HOMAe GYIa$x PDA: Gridq: arTT Or COMTROLaO. ware ti,rttw sae8, ,..Lee. .V, o'^^`•,•, an JIM BISHOP w ~•ouronco an JIM nismap 8GALE o...w N.T.S. FDH HumM Tnw H VERIZON LEGEND NOTES Unless otherwise specified in the speciol provisions, all temporary warning signs shall have black legend on orange background. Colilornio code ore designated by (CA). Otherwise, Federal codes are shown. See Note 3 C14 (CA) 1;nU neap Iron d LEGEND 4) Traffic' Cone O Traffic Cone (optional toper) F Temporary Sign s�_ Direction of Travel I Portable Flashing Beacon Flogger TYPICAL LANE CLOSURE WITH REVERSIBLE CONTROL C37 (CA) TRAFFIC CONTROL BIAIT AND FOLLOIY PILOT CAR EJ See Note 9 Cones 15 m Max D See Table 6C-3 Closure: Cones or barricades —V_ 0 —0 0 --6— Or Advance warning signs, See Note 1 a O e Y 30m to loom 30m to loom , 30m to loam , 30m to loom O 1F r 1- ORE R D ROM MEAD `. 140RK W20-4 A W20-12 See Notes 2 and 4 C %k , C9A (CA) \3-4 ® BE RCPARED TO TOP B O C29 (CA) See XXX FT Note 10 n IT See Note 7 30 m Max See Note 11 NOTES 1. Where approach speeds are low, advance warning signs may be placed of 90 m spacing, and closer in urban areas. 2. Each advonce warning sign in each direction of travel shall be equipped with of least two flogs for daytime closure. Each flog shall be at least 400 mm x 400 mm in size and sholl be orange or fluorescent red —orange in color. Flashing beacons shall be placed of the locations indicated for lone closure during hours of darkness. 3. A C14 (CA) "END ROAD WORK" sign, as appropriate, shall be placed at the end of the lone control unless the end of work area is obvious, or ends within a larger project's limits. 4. If the W20-1 sin would follow within 600 m of a stationary W20-1 or C11 (CA) "ROAD WORK NEXT MILES", use a C16 (CA) sign for the first advance worning.sign. 5. All cones used for lone closures during the hours of darkness sholl be filled with retrorellective bonds (or sleeves) as specified in the specifications. 6. Portable delineators, placed at one—half the spacing indicated for traffic cones, may be used instead of cones for daytime closures only. See Notes 2 and 4 W3-4 C9A (CA) W20-4 W20-1 DR m ORC IAR RDAD REPARG �ypj-! ROM IIORY. 1 lull u hllEhD AHEAll TOP ❑ B pO See Note 7 C29 (CA) See XXX FT Cones 30 m Max spacing tf 0 Note 10 �® Advance warning signs, See Note 1 Gate cones WORK AREA ® 0 P 30 m SIGN PANEL SIZE (MINIMUM) LANE CLOSED A 1200 mm x 1200 mm — Speed of 70 km/h or more 900 mm x 900 mm — Speed less than 70 km/h © © 1219 mm x 1219 mm — Speed of 70 km/h or more C30 (CA) See Note 8 . 914 mm x 914 mm — Speed less than 70 km/h © 762 mm x 762 mm D❑ 914 mm x 457 mm O 914 mm x 1067 mm ❑F 914 mm, x 229 mm 7. Additional advance floggers may be required. Flogger should stand in o conspicuous ploce, be visible to approaching traffic as well as approaching vehicles alter the first vehicle has slopped. During the hours of darkness, the flogging— stolion and flogger shall be illuminated and clearly visible to approaching traffic. The illumination footprint of the lighting on the ground sholl be of least 6 m in diameter. Place o minimum of four cones at 15 m intervals in advance of flogger station as shown. 8. Place C30 (CA) "LANE CLOSED" sign of 150 to 300 m intervals throughout extended work areas. They ore optional if the work area is visible from the flogger station. 9. When a pilot car is used, place o C37 (CA) "TRAFFIC CONTROL —WAIT AND FOLLOW PILOT CAR" sign at all intersections within traffic control area. Signs sholl be clean and visible at oil limes. 10. An optional C29 (CA) sign may be placed below the C9A (CA) sign. 11. Traffic cones or barricades may be placed on the optional taper as shown, barricades sholl be Type or I 1 1. Table OCZICA). Toper Length Crlloda for Temporary Traffic Control Zones Speed S Ikm/h) Minimum leper Langlh" for Width of Olfaa13.0 m Merging L Intl Shifting U2 lm) Shoulder U3 Im) Corsair, L13 Im) 30 21 tO I 7 30 40 37 19 12 30 60 50 29 10 30 60 04 42 20 30 70 150 70 53 30 60 ISO gD 60 30 go .203 so, SO 30 too 725 113 75 3D Ila 740 124 03 30 ' Maximum ehannoliter spacing for o0 speeds on onalanefh o- fay lopels Is 6.1m (20 (1) Maximum channelizer spacing for all speeds on dwmsUesm lapels Is 6.1 m (20 a). All other lepers are or h.;h. - Use on intermetlmlo and shod•lem projects for leper and tangent sections v,hero lit— ero no pavement markings or what. Units is o conflict belWeer) existing pavemenl markings r lit — :to chunnelizen. On Slate hlghvrays a spacing of 3 m 110 ft)is recommended for lapel and tangent sections shwm on TA-31 and TA.32. I ROAIEIRIYOR C 14 (CA) ❑D See Note 3 Table OF-101 Maximum Spacing of Chonnolitor Spacing Speed Ikmlhl Maximum Chnnnallaer Saacin i legal' Im1 Tangent Iml Conflict' Im) 30 6 12 3 40 0 16 4 50 10 20 5 60 12 74 6 70 to 20 7 00 1G 32 0 g0 10 36 U IOD zo 4U 1U no 2z a4 if ' Moxlmum ehamebzei spacing for all aneeds on onelenellva- my fascists 0.1m (200). Maximum channellter sparing for e3 epoeds an dwosheam Iopera is 6.1 in (2o n). AN other tape. ale as ahwm. Use on fntem,adelo and short-term projects lot taper and longnl eactions vAem there and no pavement mailings at Y#mro Thera Is o canhicl beam en existing pavement markings end ehrenebzen. On stela MgIrinye a spacing of 3 in (10 1) Is recommended lot Ideal and langenl sections site- on 7A•31 and TAJ2. IAiUTCD 2003 w/CALIF-ORNIA SUPPLEMENT BURIED PLANT 0 BORE PIT QFIBER CALLOUT REFERENCE HHIMH CALLA IrT REFERENCE - //a SUBDUCT CALLOUT REFERENCE 8 TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION HUB (FOR) ❑ NEW HANDHOLE NEW MANHOLE (M Y SLACK/STORAGE LOOP -III GROUND ROD 25ohm O CABLE IN CONDUIT AERIAL POLEANCHOR ® POLE •-,,-ii}}•,- DOWN GUY -( f- RISER DETAIL T GENERAL ® PROPERTY ADDRESS ® SPLICE PROPOSED RUNNING LINE FOH BOUNDARY -CF- CURB FACE -EOP- EDGE OF PAVEMENT -Fit- FENCE LINE ---- RIGHT OF WAY GUARDRAIL -COM- COMMUNICATIONS LINE -DRN- STORM DRAIN. LINE -GAS- GAS LINE -PWR- POWER LINE -SAN- SANITARY SEWER LINE -WM- WATER LINE -{-�-} RAILROAD TRACKS -- CENTER LINE Inparun, Measa ewu.n 4aswaa,r a u. owwwwml GW s • p10 AIw1 aN„Vrlaauan N..., mea1 b M I.ewa e.e,a a •r.a„u sp r,as.au•.dn w..lyd ew rwr qp M,A Lp. Nunx.r wa, Call 1 9A00.227.2600 ue urn vaeuon erlaw etwlu CALIFORNIA elvlegrl, IKa- Yale.• P13.11: Grid#: cnr or wnlaoL No. W old ca,r - axcN, r'n anow_... n JIM HISIIOP oeewnao or, an JIM 111SHOP SCALE a inW I FOH Number, K RISER DETAILS P48121CWT 240' W-P r P48121CWT 13340 53531 sma P48122CWT 53580 .�� " J L Q r - 53600 33M P48123CWT VACANT 33ie5 d 4 sa64° s3e� P48124C WT �� s367s �Q 53W 3360 P48125CWT 53690 s369S 53M 53705 P48126CWT SIZE, 432 720 53725 250 LU 'S �-� ;�'� H4Q16 SEE HUB DETAIL SEE GENERAL NOTES VACANT 337 P48127CWT RISER DETAILS PL 7' 4' PVC PL1-4'PVC E/W3-1.25SD � P48127CWT 223' W-P P48128CWT r RISER DETAILS 33750 P46129CWT 77511 "3 PL 1-4' PVC 53780 rn P48129CWT s3* " 537" Q 53M a P94361II a 33800 L S3815 � r Q ' J 53940 r 53835 P48130CWT 53M 388s R 33900 53M P1100546D e394S 77450 " 53975 J R P903790D umm EM � wwon C:00 nN Lamm as am omuEms Unmvmmbw- It NOW a,Ararmm ® N anm NSvTAL ar nI= nT .uRt ME CALLE COUMA 360' W-W r r 53500 rxr veases PL 50' 1-1.25 SD PL 47' 1-I.25 SD rp PL 47' 1-1.25 SD Sri" $3545 rxr L >I f PL 47' 1-1.25 SD 5�63 53M PL 50' 1-1-25 SD rp 53580 53585 L J L V r �r ro 53603 L 50' 1-1.25 SD 53M 53635 L rp To PL 47' 1-125 SD r E � s96� 536ss i PL 50' 1- .25 SD 536" 33695 0.' co L c r s3rm e371S PL 50' 1-1.25 SD 53725 PL 50' 1-1.23 SD PL 50' 1-1.25 SD 537a° R 33735 �- J L CALLE A 110' W-W r -� r vrnla 77s4s r x r ta fp PL 50' 1-1.25 SD 33760 33765 PL 50' i-L25 SD PL 100"1-1.25 SD 53770 53r» C L ` a V s37� 337iM L J _ r L 50' 1-1.25 SD > 3380t a38t0 Q VACANT VACANT e� PL 100' 1-125 SD PL 150' 1-1.25 S 53860 VACANT E 53M VACANT L J r , � PL 50' 1-1.25 SD 53M L � r ' S390S 53900 PL 100' 1-1.25 SD PL 50' 1-1.25 SD 53940 5394s PL cr- 50' i-1.25 SD TP L 77-.J00 J L 77330 NOTES : 1. CONDUIT SHALL BE PLACED AT A MINIMUM DEPTH OF 30 INCHES. 2. SEAL ENDS OF ALL CONUIT PLACED, 3. ALL CONDUITS PLACED WILL BE PROVISIONED WITH A TONEABLE 'MULE TAPE". 4.'MULE TAPE" TO BE BONDED AND GROUND EVERY 1000 FEET OR LESS. S. FOLLOW ALL VERIZON BONDING AND GROUNDING PROCEDURES. 6. COIL FIBER AT TERMINAL AND SPLICE LOCATIONS AS PER M&P. 7. THIS DRAWANG WAS DESIGNED AS PER M&P V1.5 8. ALL HAND40LES ARE 17" X 3W UNLESS OTHERWISE SHOWN 9, FEEDER CABLE TO BE PLACED BY FEEDER WO f 7FFA0AF STREET TYPICAL EISENHOWER DRIVE Row - - - - 6' CSW op -, 7r 300' ir ISLAI4D ' ar ROW 2274' W-W ca rrx3r s3sx° 53se1 ,r0' 1-1.25 SD Ci PLC 1-1.;?5 SD i E 53340 =43 J L 539M 39565 PIL 50' 1-1.25 SD 53M CA PL 100' 1-1.25 SD, J VACANT 33M L r s3630 s36as L 50' 1-1.25 SD J Sa6ao 53635 L E r on" 33666 PL 50' 1-1.25 SD J 33710 SM95 I 53730 i' PL 150' 1-1.25 SD VACANT � SO' W740 J L. 210' W-W -� r 537M 5a' 53753 PL 94' 1-1.25 SD A J jhl we0° VACANT PL 94' 1-1.25 SD r 53M _ < 53013 0 PL 75' sa 1-1.25 SD 53840 33845 PL 56' 1-1.25 SD s3Nr6° J L V -� r E see° VACANT PL 50' 1-1225 SD e39s9 s3e9° JL � VACANT 5sm PL 50' 1-1.25 SD %am cr PL 50' 1-1.25 SD TP SD s394s TPL50'1,25 J L ,�1�i�iiBE+I► STREET TYPICAL CALLE ARROBA CALLS COLIMA ROW D�NC W PKWY _-- RISER DETAILS P41443CWT CALLE COLIMA 320' W-W 240' W-P 197' W-P r r r x r P41443CWT v 1 s3a3° V33}0° 3e521 33s3s xr 53549 53=3 0 ..1 5M5 1 PL 100' 1-1.25 SD � y E VACANT 33273 s3s60 a336s W ACCESS s3aes 53M 33580 3338'J L N V "p �+ r -� r 53M S3633 53M 53543 J rr P41442CWT J 53630 53635 53620 A L $ 53601 PL 97' 1-1. 5 SD r N 53M 53 v5 .. m J P41441CWT E SU66 93677 $am S%6S PL 50' 1-L25 SD e3680 33M 53701 P912299D 77640 sa7°o � s37oo � 537e0 L J 33749 J J � P996845D CALLE ARROBA 287' W-W 31.4' W-W r 777a3 V VACANT $3771 `}.� PL 50' 1-1.25 SD V3760 PL 50' 1-1.25 SD rp 33700 32781 53M 57773 Cr- PL 50' 1-3.25 SD L PL 50' 1-1.25 SD R Fr 5379s 53790 33793 PL 50' 1-1.25 SD s3740 L c J --� r s3exs ate° s3aas PL 50' 1-1.25 SD 53M J9 L V > r53M - 53 Mas�ls > 53MPL 50' 1-1.25 SD PL 50' 1-1.25 SD i 46 33M PL 30' 4 -1.25 s3836 � 53840 530" L J L ric r E 5� 53643 PL 50' 1-1.25 SD VMS PL 50' 1-1.25 S D � .-.1 ,. 53860 53860 5367e 'E "us L c J L 33vm s3A380 53MPL 50' 1-1.25 SD Y PL 97' 1-L25 SD J 53911 339" �► S34t0 C s39tt L c J L ic 59944 s0 s39" PL 50' 1-123 SD ams 50' 1-LM SD 9 one 5�0 s3l9S 5� S396a L IL STREET TYPICAL AVENIDA CARRANZA AVENIDA VALLEJO AVENIDA RAMIREZ AVENIDA HERRERA Row a V wwY T ]3r=W j lww STREET TYPICAL AVENIDA VELASCD AVENIDA MARTINEZ AVENIDA OBREGDN Row - - - #71k�T S' PKWY ap- 25' - t ar T I I I Row- - - -- -- - - •- 357' W-W r 7 r s3s°a x r 77ri7 S - 1 - 12 e35zt VACANT rp PL 136' 1-1.25 SD VACANT � saa�o VACANT 0 1 s3600 s3s°a n�► �PL s 5 66' 1-1.25 SD e36te L V � r PL 150' 1-1.25 SD = s364s a3640 =670 PL 86' 1-1,25 SD ea66S 53660 L J r S3it15 %%" " SUM PL 86' 1-1.25 SD R VACANT VACANT L ..� L J r SX% 537" i FARTHEST rp 4IE e3745 TERMINAL �E 3,151 KFT PL 133' 1-1.25 SD 77720 5378 �.. J L J 314' W-W � r $3754 e3>ss PL 86' 1-1.25 SD 77777 4IE rxr '# S-145-167 s37a3 33770 53775 J L ,..1 53M PL 86' 1-1.25 SD e3eao � saeo4 s3eeo s3ec3 V J -� r W920 MRS � 53e4o la PL 86' 1-1.25 SD 53630 VACANT VACANT J L y .� _ SN45 PL 86' 1-1.25 SD 33M rp 53M rp s3e6s a39oa J � J I r E Sam s38es PL 86' 1-1.25 SD 5"20 v CA 53940 33900 33'Ms Q J r E r5m° Sam c PL 136' 1-1.25 SD 5394s CIE � 53940 33980 CAME CHILLON ma MAr N TOM i Pon" -s0 R 0 w m m TC m 0 ' 1 0 0T0 1 a CONDUIT PLAN VERIZON AREA SOUTHERN STATE CA DIVISION CENTRAL WIRE LA QUINTA SENTER W.C. # 0543 EXCH CODE, RMT. CODE, W.O. # 7PFAOBt RELATED 7FFAAAF CONTROL # W.O. TITLE , H4016 - 0543 - 7PFA0BR TAX DST, TWP RNG, SEC, SAL, FILE, REV # IREV. DATE REASON FOR CHANGE ENGR QC'D, CADD, (,1 wKyol. P.SAY= 1 ZZ a DWG BY, PAUL SAYSON ENGR 6 OFC PH # PAUL SAYSON (909) 965 6099 APPVD, DATE+ at 15 / 06 PRINT OF