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7073
Finance Revenue Code E-1 • � -- ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. Subdivision Improvement Permit - Class III Minor Improvement Permit Class IV DATE:March 26, 2007 LOCATION OF CONSTRUCTION (Street address or Description): Verizon Upgrade #26 / Calle Arroba & Ave. Navarro / W00543- 7PAOBH-H4008 PURPOSE OF CONSTRUCTION: Install PVC piping and various sized hand holes for fiber optics DESCRIPTION OF CONSTRUCTION: See attached maps and plans 11crjej� DIMENSION OFINSTALLATION OR REMOVAL: See attached maps and plans APPROXIMATE TIME WHEN WORK WILL BEGIN:April 1, 2007 TIME OF COMPLETION: December 31, 2007 ESTIMATED CONSTRUCTION COST: $65,000 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS: In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or 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. Signature of Applicant Agent Verizon - Darywl Bowden 870 Mountain Ave. Upland, CA 91786 (909) 608-1358 Name of Applicant (please print) Business Address Telephone No. TBA Name of Contractor and Job Foreman Contractor's License No. Applicant's Insurance Com FEES: - Class III Minor Improvement Permit - Class IV Inspection Fee Permit Fee As -Built Deposit Cash Deposit -Surety Bond, if required TOTAL $1.950.00 $100.00 $0 $0 $ 2,050.00 Business Telephone No. UCity Business License No. �g TOOT nU1NTP` Policy Number Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs See attached schedule PERMIT N0.7073 DATE APPROVED: MAR. 7-F 100 7 EXPIRATION DATE: MRR• 2 2-008 BY: 4v4 Administrative Authority t 'PUBLIC WORKS DEPARTMENT APPLICA.-TION FOR PERMIT Date: Tract No: See attached parcel mapsProject.Name: 0543 - 7PFA0 P�� - H t/oog Vicinity: Zz' s/o cu j►,e, �r� �. 12s' � a Aveh,itc� i'U�,vC�,�� ... Purpose of Construction (Ex: Rough Grading, Offsite Street: etc.) To install PVC pipinq and various sized hand holes for fiber optics Description .of Construction (Ex:. See Plan .Set No. 01234) See attached maps and plans Dimension of Installation or Removal: See attached maps and plans Approximate Construction Start�Date: 4 - (- o -7 Approximate .Construction Completion Date: I Z-3 f Estimated Construction Cost: $ Z, 5 , nli Z, Estimated Construction Cost shall include the removal of all obs ructions; materials, and debris, back,filling, compaction and placing pennanent.resurfacing and or replacing improvements Contaet.Name:.Darywl Bowden Phone Number: 909-608-1358 Name. of Applicant/Owncr: Verizo.n Applicant Address: 870 Mountain Ave, Upland, CA.91786 .Applicant Telepliorie.Number: 909-608-1358 Name of Contractor: T5A• .Contractor Address: Contractor Tdlephone Number: _ .Contractor State License.N.umber: :Contractor City.Business License Number: � A COPY OF THECURRENT INSURANCE CERTIFICATF MUST RE PROVIDED -4 Applicant or Contractor General.Liability Insurance Company: Applicantor Contractor General Liability Insurance Policy Number: Office'Use On Inspection Fee: q 50• Permit Fee: r Do Deposit:_ 40 Dust Control Deposit: Credit Office.Use Onlv: Assigned Pcmut Number: -7 Approval Datc: V Expiration Date: Issue Date: -Administrativc-Autliority:••- ----- TOTAI, FEE DUE: C [ N i: I iechnologles August 3, 2006 Timothy R. Jonasson, P.E. Public Works Director/City Engineer 78-495 Caller Tampico La Quinta, CA 92253 Reference: Encroachment Permit for the City of La Quinta, Plan #0543-7PFAOBH-H4008 Location: La Quinta, CA 92253 — *Avenida Martinez *Avenida Villa *Lane Closures *Calle Arroba *Avenida Mendoza *Avenida Navarro Materials:. Conduit - 4" PVC ft. 1.25" PVC 5 D-L6 ft 1.5" PVC ft 2" PVC — ft 1.25" Shadow Conduit L3q ft Boxes - 17" x 30" Hand Holes 1 % 24" x 36" Hand Holes 5 36" x' 60" Pull Box — 15" x 20" Hand Holes 5 Construction - Bore Footage Trench Footage. Page 1 of 2 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) 608-1358. If you require any further assistance please contact me at (909) 985-6643. Sincerely, Jim Bishop Cendera Technologies, Inc 820 N. Mountain Ave . Upland, CA 91786 (909)985-6643 Page 2 of 2 UJ ]U1Ja7111a City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 7073 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) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. ® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with (" N/A ") inches of A.C. paving placed on ( " N/A ") inches of ( " N/A ") aggregate sub -base course having an "R" value of not less than ( " N/A ") and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch (%") to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (" N/A ") feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quints Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 %:') of A.C. paving on (" N/A ") of class (" N/A " ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. City of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. . ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations. must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (6) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of 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. PERMIT NO.7073 Verizon Fiber Optic Upgrade #25 W.O.0543 — 7PFAOBH — H 4020 / Install PVC - Piping for Fiber Optics/ Calle Arroba & Avenida Navarro. In addition to the standard permit conditions, the following shall apply: 1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. Prior to commencing the excavation of a trench 5 feet in depth or greater and into which a person will be required to descend, the Contractor shall first obtain a permit to do so from the Division of Industrial Safety pursuant to 7-10.4.1. "The permittee shall not construct an improvement that reduces vehicular sight distances. If such improvement is found to reduce the vehicular sight distance, then the permittee shall relocate the improvement prior to sign off of their encroachment permit." 4. ' The pennittee shall not install improvements with the intention of providing video transmission services unless the permitter- obtains a valid :Franchise Agreement. 5. The permittee shall remove any underground utility markings that are no longer being used fo1- 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 match the existing paved areas in color at the discretion of the City Engineer. A finish product with a checkerboard appearance will not be accepted. 7. The pennittee shall maintain the existing pedestrian path of travel and must maintain ADA complaint pathways leading to areas for use of public transportation systeans. 8. 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 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 permit. This list of individuals with phone numbers shall be identified on the proposed door hangers which the perin.ittee shall provide 48hrs prior to start of any work, which includes marking of the underground utilities. The individuals identified on this list shall be capable of responding on any work day and within 1 hour of any work day. 10. 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 Special Conditions Page I of 8 PERMIT NO.7073 Verizon Fiber Optic Upgrade #25 W.O.0543 — 7PFAOBH — H 4020 / Install PVC Piping for Fiber Optics/ Calle Arroba & Avenida Navarro 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. 11. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 12. Verizon and TBD Contractor, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 13. Streets. shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 14. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1,1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1 st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (ie any 4 lane street) before 8:00 a.m. 15. 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. 16.. 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. 17. 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: Special Conditions Page 2 of 8 PERMIT NO.7073 Verizon Fiber Optic Upgrade #25 W.O.0543 — 7PFAOBH — H 4020 / Install PVC Piping for Fiber Optics/ Calle Arroba & Avenida Navarro A. Approval of the construction B. Plan identification C. Time Frame of Closure D. Alternative Routes 18. 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. 19. 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/2003rl /part6/part6-toc.htm and http://www.dot.ca. og v/hq/traffops/signtech/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. Special Conditions Page 3 of 8 PERMIT NO.7073 Verizon Fiber Optic Upgrade #25 W.O.0543 — 7PFAOBH — H 4020 / Install PVC Piping for Fiber Optics/ Calle Arroba & Avenida Navarro 20. 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. 21. Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. 22. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing performed by a city approved material testing firm. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Engineer II at 777-7047 to determine the city inspector's phone number. The inspector shall determine the number and location of the test location/s. The above testing does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Materials testing must be performed under direct supervision of a California Registered Civil Engineer. 23. 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. 24. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, the name of the City approved contractor, who shall submit to the City the following items: a. General Liability Insurance Company and Policy Number b. City Business License c. Contractors State License Number 25. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Engineer II) of the private land owner whom is being encroached upon. 26. 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. 27. 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. Special Conditions Page 4 of 8 PERMIT NO.7073 Verizon Fiber Optic Upgrade #25 W.O.0543 — 7PFAOBH — H 4020 / Install PVC Piping for Fiber Optics/ Calle Arroba & Avenida Navarro 28. 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 Il. If the archaeologist determines the site note to be required to be observed, please submit a letter signed by the archaeologist stating their determination. 29. 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. 30. 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. 31. 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 or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. 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 Special Conditions Page 5 of 8 PERMIT NO.7073 Verizon Fiber Optic Upgrade #25 W.O.0543 — 7PFAOBH — H 4020 / Install PVC Piping for Fiber Optics/ Calle Arroba & Avenida Navarro completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. 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. 32. 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. 33. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 34. Access and egress to all local properties shall be maintained at all times. 35. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1 " thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Special Conditions Page 6 of 8 i PERMIT NO.7073 Verizon Fiber Optic Upgrade #25 W.0.0543 — 7PFAOBH — H 4020 / Install PVC Piping for Fiber Optics/ Calle Arroba & Avenida Navarro Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. C. Permanent pavement replacement shall be installed using a City approved 1/" max medium asphalt concrete as the base course lift and a City approved'h" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000 asphalt concrete mix. The width of the cold milling area shall be as follows: For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut removal lines. For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater. For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of 3/" 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. 36. Permitfee 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. 37. 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. 38. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time Special Conditions Page 7 of 8 PERMIT NO.7073 Verizon Fiber. Optic Upgrade #25 W.0.0543 — 7PFAOBH — H 4020 / Install PVC Piping for Fiber Optics/ Calle Arroba & Avenida Navarro 39. 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. 40. 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 L 8 $01:i $ n ffiiiz ~�. 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SL OELR/=CANLEMIAACFDp 0 O 7MFDrJ4141MGA/MOL MaLeCOfREa ALOAMwraELOM AND tVAMW M CJO67QANAPEACIORL TVAE I EtSD8100(APwµ AL MOMMOOPCi TOCODAMMIECAOLEO6MFJYAMVPLACENOff. CONrAR sANNDfA"PADDNfo MrANmM oaMnAIDnMAI. TEAONEIEmanta_ . AIL A/GOMR►AIMLANDSCAP010 A76L aF EHLACEDM71Atl7MrAQTMMw/101EFfrf G1MNW GR AAAAOMNANTAAAGAMr. AL A91POMwmaaMrNsraaEeslu7TAMwManwuavlMra _ Sl. COM MAClOM IOU M7/01R AMIOWOR OU ORMwME C=n=4= O7SD0114 PAMMff ASMMMam AAM= PAMMNTNAIf@M PAWrAOYMINSI►SIMU ES DOW TO MMAfWiACRICIN OF T7A A AUMALII7GM CDUINMTp =VZM" u A IOL W M COINFAW79 EMZVPCIMN)Q/l7 M MAOYMe TRA"AC CCNIMCC 44M JIIGAW ONALL MAAMAIIM UM AND CMAWrV"UIPWIPC MANrp4GYAS WISCM n M SrAT$ Cppry OR LOCJLIU71AR0r. MCOMTM 7V SSOACAA/DCDpM®FMR. Aa COMMMACMONSMALLNVMM► �41,11077MAM CONOA/TANDSYSINSFYCEA N0A/>OMV fO fBFMYMOIYYR®K 4L ALL PTAR.MTNApTA/MUp ASe 7D GSQAOf1MIM=MMNw}-sS'ONAAM AODAIM /M OAAOAAM IrIAt: MS AS Q1pL . 42" HEIGHT 20" DEPTH 24.5" WIDTH 1-01 PEDESTAL MOUNT 144/216 FDH 42" HEIGHT 20" DEPTH 24.5" WIDTH A 75 LBS. PEDESTAL MOUNT 2161288 FDH 48' HEIGHT 20" DEPTH 31" WIDTH 0 I I 11SLB3. I I PEDESTAL MOUNT 432 FDH 8"X 12"OPENING IN PAD T, ,aw 60" PAD FOR FDH 144, 2161288 8F 432 CABINETS BURIED PLANT OBORE PIT ' Q FIBER CALLOUT REFERENCE HHIMH CALLOUT REFERENCE �O\ ( - / SUBDUCT CALLOUT REFERENCE �U( TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION HUB (FDH) ' ❑ NEW HANDHOLE NEW MANHOLE (M Y SLACK I STORAGE LOOP III GROUND ROD i5ohm Q CABLE IN CONDUIT AERIAL -� POLE ANCHOR ® POLE - DOWN GUY RISER DETAIL ' GENERAL ® PROPERTY ADDRESS e SPLICE PROPOSED RUNNING LINE FON 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 -WIR- WATER LINE i-i-}--F RAILROAD TRACKS --- CENTER LINE c.A...Mm.... els AMA IA.mOeb Mew b M fv�A eMv. 7.IM b Am�.b'.M M TaA6 N 7m l7t AMA to Nsee� e! DA.. fAADDN Alin ArwTm CALIFORNIA DIYMIOI4 TNOYY WmA• Pg.#: Grid#: crrr ov coDTwL ND. LA QUINTA APe1A Lim- ANCNI LA QUINTA Ow IIALDAO An e>. JIM 81SHOP 7PFA06!"C Mq DealceDD en 7FFA6AE n JIM ISHOP SCALE N.T.S. ma FOM wum6er cwwry OF RIVERSIDE H4008 EM"ACMNENT PEMR FTTP RD" DIET. ROM -T 4 00 4 VERIZON LEGEND Tablo OCJ(CA). 7 opm I.—tilh C.11M. for Tompom y T,atlio Control Iona. speed B (km/h) klullmun, lap., Lenoth" I.,wine, of OIIw13.6 in (W ) Molotag L Iml shining U2 (ml ShoUlner U3 Iml Conlllcr• 1.13 Iml 3U 71 to 7 311 40 37 10 12 30 60 50 20 10 30 50 04 42 28 30 70 1s0 70 67 30 00 132 00 60 30 00 53 101 0a 30 too 225 113 75 30 I10 240 174 07 130 • Most—ehamdizer spacing las oil speeds on ona4snan way tape,. is U.tm (20 0). Maximum chmnetues spacing Ins a0 s pestle on dowmbean lapels is 0.1 m (20 a). AO elect tapers we as stmen. •• Use on Intermediate and thaA-I.nn pojaels br taper and langem sections where that. e,e no pesemanl makings Or e6me lee,. (s . cordicl between exislmg pmemenl makings all chemNites.. On Slate highways a spacing d 3m (10 a) Is recornmentlad tot leper end tangent sections shown on TA-31 and TAJ2 Tobla OF-tOL Maxlmuol Specln0 of Chomolltot Spacing Speed tkm/h) Maxlmuo, Channolltor Soamn 1 Tapm' Im) Ungonl Im) conilicr' (m) 30 0 12 3 40 u to 4 5U 10 20 5 00 12 24 0 70 14 70 7 00 t0 37 0 g0 t0 36 0 100 I0 40 10 110 72 M 11 . McAn um eh.n.ohm apaano te, so speeds on ce.4mroAwoway lape,e 1. 0.1m (2011). Moxmitan chemeliaet epoang to ea speeds on downittoem toper; is 0.1 nl (2011). AD Other lapem We as ahean. •• Use on imolmodala and SW40M pojeen lot lapel and Ioallent aactions vdloto that me no palemonl makings g e4mno thus 13 a consist between existing p ant mmkingt and chensnezan. On State highways o spacing of 3 to jig II) Is ecommended lur lapel and tangent sections clam on TA-31 and TA-32. 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. SIGN PANEL SIZE (Min) aA 900 mm x 900 mm © 914 mm x 914 mm © 750 mm x 750 mm �D 914 mm x 457 mm TYPICAL SHOULDER CLOSURE U3 Q —►{ 30m to 100m 30m to 100m 30 m IL 150 m \ SHOULDER SHOULDER SHOULDER TAPER ROhDNPOR WORK CEASED © SHIFT= U3 C 14 (CA)' A W21-5❑ W21-5A See Note 3 NOTES 1. Where approach speeds ore lour, 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 of least two flags for daytime closure. Each flag shall be at least 400 mm x 400 mm in size and shall be orange or fluorescent red —orange in color. Flashing beacons shall be placed at the locations indicated for lone closure during hours of darkness. 3. A C14 (CA) "END ROAD WORIC" sign, as appropriate, shall be placed at the end of the lane closure unless the end of work area is obvious, or ends within o larger project's limits. 4.If the W20-1 sign would follow within 600 m of a stationary W20-1 or C11 (CA) "ROAD WORK 14EX.T MILES", use a C20 (CA) sign for the first advance warning sign. 5. All cones used for lone 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. BURIED PLANT 0 13ORE PIT QFIBER CALLOUT REFERENCE O^ HHIMH CALLOUT REFERENCE BUBDUCT CALLOUT REFERENCE TERMINAL CALLOUT REPERENCE FIBER DISTRIBUTION HUB (FOH) ❑ NEW HANDHOLE ®n NEW MANHOLE Y SLACK I STORAGE LOOP -III GROUND ROD 25chm Q CABLE IN CONDUIT AERIAL POLEANCHOR ® POLE --+— DOWN GUY RISER DETAIL GENERAL ® PROPERTY ADDRESS ® SPLICE PROPOSED RUNNING LINE FDH BOUNDARY —CF— CURB FACE —£OP— 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 —WrR— WATER LINE RAILROAD TRACKS -- CENTER LINE nap-, "p .p.11pe 4.1-21, a —ay..nn...n Mvae./ tv M Ipvv.d Yllwv '.paph W Y>r.Y• w1p M.YK .q Ycar qp NM L0. NraM/MM II 1 ` Call, "00s27-2600 u— .. Y{RIxOa /,AaA arAlY CALIFORNIA mnelo,s, 1narAe ovwp. PDA3 Gridp: CRY OF ConTPOt Na. wale uwsw �, to JIM OISHOI• oJIM n OISHOI• aCALE o.s.. N.T.S. PON Numb. Ynta. H VERIZON LEGEND Advance warning signs_ See Note 1 N �4l` @ b ROAD WORK RIGHT LA RIGHT LA AHEAD AHEAD CLOSED �. W20-1M C20 (CA) (Rt) 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 yarning sign shall be equipped with of least two flogs for daytime closure.. Each flog sholl be at least 400 mm x 400 mm in size and shall be orange or fluorescent red —orange in color. Flashing beacons shall be placed at the locations indicated for lane 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 is obvious, or ends within o larger project's limits. 4.11 the W20-1 sign would follow wilhin 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 filled with relrorefleclive bonds (or. sleeves) as specified in the specifications. TYPICAL LANE CLOSURE 0 1a 0 0 0 0 0 0 0 0 6 0 m l0 loom © WORI< AREA 0 See Note 7 V-1 W4-2R See Note 10 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 sholl be either Type I or Type I I. B. The maximum' spacing between cones along a tangent sholl be 15 m and along o 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. 0 m V 150 m r ENU nonN lion C14 (CA)ED See Note 3 SIGN PANEL SIZE (Min) AI 900 mm x 900 mm © 914 mm x 914 mm © 914 mm x 457 mm Table 6CJICAI. Taper Langth Criteria for TemporaryTraffre Control Zones Speed S glmlh) Minimum leper Length" for Width of Otfm13.0 m fwl Morging L Ins) Shifting U2 Ins) Shoulder U3 Ins) Conner' U3 Ins) 30 21 to 7 3u 40 37 19 7T 30 50 5o 29 19 30 60 04 42 20 30 70 The 79 53 30 00 100 90 60 30 90 z07 f01 fie 30 full 225 113 79 30 I10 240 We 03 30 ' Mexlmum ehamre9ter spacing 10 09 speed% on oneaaneelm nay topers is 6.1m 120 ft . Maximum chennslizer spacing for all speeds on dwmstream lapets is 6.1 m (20 01. J AD other tapers are as stm as. "Use on Intetmedisto and short•cars ptolecls lot taper and tangent sections whose these :to no penetrant masking, of whore Ihelo Is a c... belvmen exisling pa amen markings nd ehemreliLers. On Stale hlghaays a spacing of 3 m (10 g) Is recommended lot lapel and tangent section shovers on TA•3t and 7AJ2. NOTES Unless otherwise specified in the special provisions, oil temporary warning signs sholl have black legend on orange background. California code are designated. by (CA). Otherwise, Federal codes ore shown. LEGEND ® Traffic Cone Temporary Sign c Direction of Travel Flashing Arrow Sign (FAS) 6-0-0 FAS Support or Trailer Portable Flashing Beacon Table 6F.102. Maximum Spacing of ChannellzotSpacing . BpooJ Ikmlh) Maximum Channellcnr S ncin Taper I Imp lon9om Imp Ccnnlcr' Imp 6 12 3 0 I6 4 10 20 5 12 24 0 E 14 20 7 16 32 a Io 36 9 20 40 10 22 44 11 Maximum ehannekxer spacing lot all speeds on ona4enetle—" lepers IT 0.tm (20 A). Maximum channelizer spacing tat n9 speeds on durmliesm tapers Is 6.1 in 120111. Al other lapels are as at—. the on Imermedete and shod•terrs poieels for taper and tangent sections 7Aese there me no peremenl markings or VAela (hero Is a conflict botemen existing pavement markings and Chomre9eers. On Stela Mgtnrays a spacing of 3 in (10 g) Is lecommended lot leper end langam baclrons she m on TA•31 end 7A•32. MUTCD 2003 w/CALIFORNIA SUPPLEIA BURIED PLANT (`> BORE PIT QPIDER CALLOUT REFERENCE �O^\ HHIMH CALLOUT REFERENCE ( • ) SUBDUCT CALLOUT REFERENCE (�J/ TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION HUD (FDH) ❑ NEW HANDHOLE M NEW MANHOLE Y BLACK I STORAGE LOOP ""III GROUND ROD 25uhm Q CABLE IN CONDUIT AERIAL —Q POLE ANCHOR ® POLE —� DOWN BUY RISER DETAIL GENERAL Q PROPERTY ADDRESS ® SPLICE PROPOSED RUNNING LINE FDH BOUNDARY --CF— CURB FACE —EDP— EDGE OF PAVEMENT —F/L— FENCE LINE -- RIGHT OF WAY GUARDRAIL —COM— COMMUNICATIONS LINE —DRN— STORM DRAIN LINE —GAS— GAS LINE —FWR— POWER LINE —SAN— SANITARY SEWER LINE —WTR— WATERLINE i—i--t—I' RAILROAD TRACKS -- CENTER LINE r.ati"r aYw. aMYrio as\Yax11 YYw O.w„w.al e.4. nen,.. a ors Awn Y..ae.Ar., Nenwr to M \or,w4 b,no,. Its. axrM,` Mn M aa11L PM fall p/ NM l0. N,aaMr r.14 Cog 11.600.227.2000 VaR1xeN AJYA or Tar CALIFORNIA 11 01 11-1 Pts.tl: In"71: autoaG. rit1q: wmx cam— I ass", Polls Numb M VER(ZON LEGEND 0 Traffic Cone 1 emporary Sign Direction of Travel ® Flashing Arrow Sign (FAS) 6-00'o FAS Support or Trailer ' I ` Portable Flashing Beacon See Note 4 C14 (CA) Rf U ROAD ROR .� a Table 6C.3(CAI• Taper Length Criteria for Tompo.ry Iraffia Conlrol2ano.- Mimmum Toper Length" for W Idlh of Ol1.1 3.0 m IW Speed S Um/l0 Mosaln0 L In,) Shining U2 (ml Bl,ould.1 U3 (MI contller- U3 Iml 30 21 to 7 311 40 31 10 12 30 60 60 2U t0 30 00 04 42 20 30 70 150 70 53 30 00 1100 1 00 00 30 00 203 101 00 30 100 T25 113 75 30 .1f0 240 124 03 30 • Maximum ehanne6zet spacing to 00 speeds on one4aneln ray lapos cr0.1m pit fll Maximum channehzer spacing ON e0 speeds an downslfoam lepara is 0.1 m (20 fl). A0 o01af lepers ate as shown "Use on Itdennediala and shod•lerm ptojeets lor leper and tangent sections wbete there we no pmemeM markings of whale than, is a conflict b.lwoen existing pawmetd markings and cheMlhaera. On Sloe highways o spacing of 3 In (10 nl Is reeonmendad for lapel and tangent sections shown on TA•31 and TAJ2 L Advance warning signs, Co— hints 1 --- 4--. , 30m to 100m 30m to 100m . 30m to 100m Table 6F•102. Idoxirnum Spacing of Chomoflter Spadnif speed (kmlh) IAoxlmum alonneltter 6nacln lapel' !art tangent Iml Conillcr, (mt 30 6 12 0 40 a t0 4 so to 20 5 60 12 24 6 70 14 20 7 80 t0 32 0 00 In 36 0 I00 20 40 IU 110 72 44 11 Marianne chearu0zet spacing to ell speeds on ona•lanelmaw4y lepers Is 0. trs (70 0). Masi— a nnel for apacing lo, ail ■paads an donmuaam lope. Is 0.1 or (20 a). All one l.pars eta os ■hewn. "Use on kdennodale and aholldmm projects for lapel and tangent aae0ons vdwo Ihno we no fe+atnord markings of where Ifeto Is a conflict batmen axhlhlg pmmml m■rkinir and cMnnehtan. On Slate ldgt nys a spacing of 3 in 110 it) Is fecommanded lot leper and tangent sections she m on TA•31 and TA•32. OL ♦ � tlt(, 0R o a ` Min R A 60 m OAD WORK RIGHT LAN AHEAD CLOSED D See Note 8 AREA 0 B W1-4L W20-1. C20 (CA) (Rt) See Notes 3 and 5 YY ❑ MPH C W13-1 See Note 9 NOTES 1. Where Approach speeds are low, advance 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 time 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 flog shall be of least 400 mm x 400 mm in size and shall be orange or fluorescent red —orange in color. Flashing beacons shall be placed at the locations indicated for lone closure during hours of darkness. 4. A C14 (CA) "END ROAD WORIC" 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. See Note 10 k. .WORK AREA 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 retroreflective bonds (or sleeves) as specified in the specifications. 7. Portable delineators, placed al' one—holf (he spacing indicated for traffic cones, may be used instead of cones for daytime closures only. 8. Floshing arrow signs shall be either Type I or Type I 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. See Note 8 See Table 6C-3' See Table 6C-3 W9-3 W20-1 CENTER ROAD LINE WORK iwsj AHCAC E 100m I 30m to. 100m Advance warning tS'eE Note 1 — o o O b O W1-4R MPH H13-1 See Note 9 10. The maximum spacing between cones along a tangent shall be 15 m and along o toper 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 lane closure details and requirements. 12. Unless otherwise specified in the special provisions, the ( 1 /2 L) shown between the two (L) lane closure topers shall be used. 13. When specified in the special provisions, o W4-2 "Lone Ends" symbol sign is to be used in place of the C20 .(CA) RIGHT (LEFT) LANE CLOSED AHEAD" sign. s SIGN PANEL SIZE (Min) l L 900 mm Y. 900 mm OB 914 mmx914 mm © 750 mm x 750 mm �D 914 mm x 457 mm TYPICAL LANE CLOSING W/CENTERLINE 4 (CA) a 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 'HHIMH CALLOUT REFERENCE SUBDUCT CALLOUT REFERENCE TERMINAL CALLOUT REFERENCE FIBER DIBTRI13UTION HUD (FOH) ❑ NEW HANDHOLE M NEW MANHOLE SLACK I STORAGE LOOP III GROUND ROD Bohm Q. CABLE IN CONDUIT AERIAL —� POLE ANCHOR ® POLE DOWN GUY RISER DETAIL GENERAL Q PROPERTY ADDRESS ® SPLICE PROPOSED RUNNING LINE PON BOUNDARY -CF— CURB FACE {OP— EDGE OF PAVEMENT —FIL— FENCE LINE ---- RIGHT OF WAY GUARDRAIL —CDM— COMMUNICATIONS LINE —DRN— STORM DRAIN LINE —GAS— GAS LINE —PWR— POWER LINE —SAID— SANITARY SEWER LINE —WIR— WATER LINE . f—i--f—t RAILROAD TRACKS -- CENTER LINE 1,."ara.nlMW> a..use 4alelaitl al rn. aw.„ae.el c.4s ..s.Im a ols al.rs.s.d..awl Mvwaar Y N I.rw4 a.1a,. `Mm1lM aaw�b`w1n a.Ne. ', swy.•waoalsrsw.r.wn..e..tl, 11 nwa wrfaa. Call I stars. CALIFORNIA t hare. so.. IB.N: GrldN: ce,ITR■.Ira. exch. 8CALE N.T.S. FDH Numb H VERIZON I LEGEND LEGEND 0 Traffic Cone Temporary Sign -o!a— Direction of Travel ® Flashing Arrow Sign (FAS) 6F_0 FAS Support or Trailer -{� Portable Flashing Beacon See Note 4 C 14 (CA) gROAII))IVOR AI) Table 0C-3(CA). Tepor LonOth Cdterin lot Tomporory Traffic Control Zones Minimum leper Length" In, Wldll, of OIIw1 3.0 m (w) Speed S Ikmnll Merging L Inn) Shirttail U2 Intl Shoulder U3 Intl Conllicr' W Im) 30 21 10 1 3" 40 37 10 12 30 . 60 60 20 10 30 60 04 42 20 30 70 150 70 53 x 60 180 00 GO 30 IT07 t01 00 30 100 225 113 7+ 30 Ito 240 124 03 30 . Marint" ehanneliter spacing ku e0 speeds on onedanel M,tray lapels Is OAM (20 g) Mariam cMurnafte, spacing for sg speeds on d—ftemn Inputs is O1 m (20 0). All other [open we as altmws '• Use on Ilomnndialo and slmtlde rn projects Mt lopor and tangent sections Mnto intro me no powinenl markings or when them Is a crinilml between axis[ing pawmem manmgs and channetizers. On State highways a spacing of 3 m (10 0) Is tecommended lot tapot and tangent sections Maine on TA-31 and TA-32. lohlo 6F.IDL M-Intum Spnclnu of C)nnnallrar Spucln0 Speed flannil Mosleium Cl,am,alitrir Sill raclao leper' Intl Tenurial Intl Conflict' Im) 30 6 12 3 40 0 16 4 50 10 20 • 60 12 24 6 70 14 20 7 SO 16 32 0 gg m x g f00 20 40 10 Ile 11 22 44 I1 ' Meximrmr tlunrmliam epating br ell speeds on ano-laneawomay lapero is 0. tm RO g). Morimum charm duct spacing lot all speech on dawntlasm tspms Is 0.1 or 120 g). All other lepers ale as shim "Use on Wemtedato and shoildetre projects Jul leper and reagent section, Mnro litter, em an statement mmhrgs q Maw tome is a conflict barmen existing pswmelo melkin0t and ehamtoblen. On Slate NgMays o spacing of 3 to (10 AI is n:eommended to Islet and tangelo neetiom ahead on TA-31 and TA•32 TYPICAL CLOSING OF HALF ROADWAY See Note 8 See Notes 3 and 5 C20 (CA) (LI) C20 (CA) (LI) W20-1 ROAD` "Note U Im IRE WORK cwseD AfICAD ❑ hIIEAU ❑ 0 30m to loom 30m to 100m 30m to loom L 1/2 L L D See Note 10-.. L L - - ... ... See Table 6C- See Note 12 1 See Table 6C-3 See Table 6C-3 fee Table 6C-3 ® O o Advance warning signs m • Ior-410- I s Io b ® See Note 1 Advance warning signs, I I ® d See Note 1 e O i ® WORK AREA 30m to loom 30m to 100m 30m to loom 1D �� / e O elk . , 4bG a, \ 6' 0 m\ C14 (CA) \ ROAD 140A ROAD RIGHT LA a IYORK W1-4L See Note 4 AHCAD CLOSED I See Note 8 O © RA SIGN PANEL SIZE (Min) W1-4R Xy ❑ w20-1 c20 (CA) (Rt) w4-2R MPH c NOTES See Notes 3 and 5 See Note 13 W13-1 OA 900 mm x 900 mm XX NOTES 1. Where Approach speeds are low, advance warning signs may be placed fit 90 m spacing and .placed closer in urban areas. 2. At least one person shall be assigned to provide full lime maintenance of traffic control devices for lane closure unless, otherwise directed by the Engineer. 3. Each advance warning sign in each direction of travel sholl be equipped with at least two flogs lot, daytime closure. Each flog shall be of least 400 mm x 400 mm in size and shall be orange or fluorescent red -orange in color. Flashing beacons sholl be placed al the locations indicated for lone closure during hours of darkness. 4. A C14 (CA) "END ROAD WORK" sign, as appropriate, shot] be placed of the end of the lone closure unless the end of work area is obvious, or ends within a larger project's limits. See Note 9 © m 914 mx 914 mm MPH H13-1 © 750 mm x 750 mm See Note 9 ❑D 914 mm x 457 mm 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 lone closures during the hours of darkness shall be fitted with retrorefleclive bonds (or sleeves) as specified in .the specifications. 7. Portable delineotors, 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 11. 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. 10. The maximum spacing between cones along o tangent shall 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 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) lone closure topers shall be used. 13. When specified in the special provisions, o W4-2 "Lone Ends" symbol sign is to be used in place of the C20 (CA) RIGHT (LEFT) LA14E CLOSED AHEAD" sign. Unless otherwise specified in the special provisions, all temporary worning signs shall have block legend on orange background. California code are designated by (CA). Otherwise, Federal codes are shown. BURIED PLANT ( -1 BORE PIT QFIBER CALLOUT REFERENCE . Q^ HWMH CALLOUT REFERENCE ( J SU13DUCT CALLOUT REFERENCE (�J/ TERMINAL CALLOUT REFERENCE 0 FIBER DISTRIBUTION HUD IFOH) ❑ NEW HANOHOLE M NEW MANHOLE Y1 BLACK r STORAGE LOOP —lI1 GROUND ROD 25ahm 0s CABLE IN CONDUIT AERIAL —( POLE ANCHOR ® POLE —� DOWN GUY RISER DETAIL.. GENERAL PROPERTY ADDRESS ® SPLICE PROPOSED RUNNING LINE FOH BOUNDARY —CF— CURB PACE —£OP— 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 i—{—}--F RAILROAD TRACKS -- CENTER LINE tU„1 Neal _roerr da�maals earn. o...ri.ewd or. nsm,.a . ono ua,s aawmeaor. NemMr Y M laawd tiles. a ••ww,Ia b WwY• Mtl M NLL ep ywegp Me,l l0. NwMl�al Coll 1 4.600-2273000 II va sect I aswlu -- CALIFORNIA OlelataN, Pn.O: 4NOYM ea,aG" rid41: IAUTCD 2003 w/CALIEORNIA SUPPLEMENT N.T FUM NYmW 14 NOTES I VERIZ©N LEGEND Unless otherwise specified in life special provisions, all temporary warning signs shall have block legend on orange background. California code ore designated by (CA). Otherwise, Federal codes are shown. See Note 3 C14 (CA) ens none 1soR O LEGEND 0 Traffic' Cone 0 Traffic Cone (optional toper) Temporary Sign Direction of Travel ;= Portable Flashing Beacon it0 TFlogger TYPICAL LANE CLOSURE WITH REVERSIBLE CONTROL C37 (CA) TRAFFIC CONTROL WAIT AND FOLLOW PILOT CAR E See Note 9 15 m M 0 _ Closure: Cones or barricades See Table 5C-3 Advance warning signs, See Note 1 O 30m to 100m 30m to 100m r 30m to loom 30m to I'laomO a6it� U` ONE IAI' ROAD AHEAD WORK W20-4 O U A W20-1� See Notes 2 and 4 C9A (CA) \3-4 ®� BE REPARED TO B ISTST OP O C29_(CA) ee XXX FT Note 10 F NOTES 1. Where approach speeds ore lour, advance warning signs may be placed at 90 m spacing, and closer in urban areas. W 0 IT See Note 7 30 m Max See Note 11 2. Each advance .warning sign in each direction of travel shall be equipped with at least two flogs for daytime closure. Each flog sholl be of least 400 mm x 400 mm in size and sholl be orange or fluorescent red —orange in color. Flashing beacons sholl be placed of the locations indicated for lone closure during hours of darkness. 3. A C14 (CA) FEND ROAD WORK" sign• as appropriate, sholl be placed at the end of the lone control unless the end of work area is obvious, or ends within o larger projecl'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 warning sign. 5. All cones used for lone closures during the hours of darkness sholl be filled .with relrorellective 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. 30 m t 0 0 - See Note 7 0. SIGN PANEL SIZE (MINIMUM) LANE CLOSED D 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 O 914 mm x 229 mm 7. Additional advance flaggers may be required. Flogger should stand in o conspicuous Place, -be visible to approaching traffic as well as approaching vehicles after the first vehicle has slopped. During the hours of darkness, the flogging —station and flogger sholl 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 a minimum of four cones at 15 m intervals in advance of flogger station as shown. 8. Place C30 (CA) "LANE CLOSED" sign al 150 to 300 m intervals Ihroughoul extended work areas. They are optional if the work area is visible from .the flogger station. 9. When 0 pilot car is used, place o C37 (CA) 'TRAFFIC CONTROL —WAIT AND FOLLOW PILOT CAR" sign of oil intersections within traffic control area. Signs sholl be clean and visible of all 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 toper as shown, barricades shall be Type I, 11, or I 1 1. W3-4 C9A (CA) DC SPARE Its TO iTOP Q > < C29 (CA) See XXX FT Note 10 �pp F lI0 4A See Notes 2 and 4 W20-4 'W20-1 it IAN ROAD ROAD HORY. ARM AHEAll D 0 lltl �I` UQD Advance warning signs, See Note 1 Gale cones Table SCJ(CA). leper Length Criteria for Temporary Ticino Control Zone. Speed S (kmlh) Minimum leper Length" for Width of ONse13.0 m Willing L (m) Shifting U2 !in) Shoulder U3 !in) Canister' L13 Im) 30 21 10 7 30 40 37 19 12 30 60 Ga 29 10 30 60 84 42 20 30 70 150 1 79 53 30 a0 180 8D 60 30 US 43 101 60 30 Igo 225 1 113 1 75 30 110 740 1 124 1 03 30 • Maximum ehmme6ler spacing for 00 speeds on one4anenwo way lapels is 0.tm (70 Ill. Mesimpm chennefixer spacing for e0 speeds on downstream lopets Is 6.1 in (20 it). All other Japan era es at wm. •' Use on Intermediate and short-term projects for leper and tangent sections where there are no pavement markings or whale theta is o conflicl betrneg existing pavement malkings and eharmebxen. On Slate highways a spacing oJ3 in (to 9) is recommended for leper and longant sections shwa an TA•31 and 7A.72. ROADNID70R C14 (CA) O See. Note 3 loblo 6F•102 Maximum Spacing of Chanhollser Spacing Speed (kmlh) M s.lmam Ch.... Us— 8pachm I.P.I. lm) lenp.nl (m) Cannlcr' Im) 30 6 12 3 40 0 16 4 50 10 20 5 60 12 24 6 70 14 20 7 00 16 32 0 9D 10 36 S 100 20 40 tU Zia 22 44 It ' Mommurr, ehatne0xer spacing log all speads. an one•Imellwawny lumen is o.Im (20 ftl. Maxtrn m ctwmeluer spadng im of epoeds on dwmsueam lopem is 0.1 m (20 nl• AO other topers ale as alarm ."Use on Inlennedale end shm•lean projects lot lapel and tangent sections whem these ale Fro paeemem markings or vdera Uo.o Is o conMcl betwem emsling pawmenl mmkingl and ehaho ttai n. On Slate highways a spacing of 3 in (10 a) Is teeommended tot toper and tangent sections sho4n an lA•31 end TA•32. 1"IU I l.0 IfUU J W/I✓HLif UKINIH JUt-'t-'LLI"It1V 1 BURIED PLANT 0T BORE PI QFIBER CALLOUT REFERENCE a^ HHIMH CALLOUT REFERENCE 8 SU13DUCT CALLOUT REFERENCE TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION HUB (FDH) ❑ NEW HANDHOLE O NEW MANHOLE ' Y SLACK r STORAGE LOOP -III GROUND ROD 25ohm O CABLE IN CONDUIT AERIAL —( POLE ANCHOR ® POLE —jjj•����,,— DOWN GUY —(f RISER DETAIL T GENERAL ® PROPERTY ADDRESS ® SPLICE PROPOSED RUNNING LINE . FDH BOUNDARY —CF— QURBFACE —EOP— EDGE OF PAVEMENT —FIL— FENCE LINE --- RIGHT OF WAY GUARDRAIL —COM— COMMUNICATIONS LINE —DRN— STORM DRAIN LINE —OAS— GAS LINE —PWR— POWER LINE —SAN— SANITARY SEWER LINE —WTR— WATER LINE }—i—t—} RAILROAD TRACKS — — — CENTERLINE \wNM 4x1eHa1/ p ll,. pgMwa«at f ..aeq,.e . m1 Atw1I..r1U11a1bO «.we.r b M.awwO e.l.,a •e.,,all b W.aY`.,1p M.YIL ew re.r anp NM La. «tn,►,r wW Call 1 11.600.227.2500 u— am: YaalxpN AN.A e1A14 CALIFORNIA ...bean, snores sum.. PD.A: Gridq: cnyos cowmoLNo. such. " JJM HIS11OP •JIM n HISHOP SCALE N.T.S. ._...I FCH-Numb. G g <a� STREET TYPICAL FOR: �E�t~op--trtA OPaA CAL 53523 F 53541 98' 1-1.25" SD 53565 15' x 20') 53585 L 53605 (1 r x 30") * 53615 * 53645 102' 1-1.25" SD * FP 53661 L_ r 53675 54' FP 1-1.25" SD 53705 (17" x 30') 53725 52' 1-1.25" SD F L 53745 77837 . (24' x 36') * 53785 L_ r- * 53805 52' 1-1.25" SD 53825 1W) 17" 53835 L 53855 (17' x 30`) VACANT VACANT L 53925 (17* x 30") 53945 +M 202' 1-1.25" SD 77780 FP L_ ,E CH I LLON a N ri N VACANT 53533 VACANT #93821ID 53560 53565 L 53560 0 53585 F #."ezaln 53600, 53605 53610 r 53615 #92417ID ' �• 53645 , 53640 0 53661 #924161D 53660 53671 53680 53705 53700 N L '� 53725 #NO TAG 53740 & 53745 In ""-- #906842D stiL �a 1� 'Dr,TAIL 3 CALLE ARROBA 1 226' W-w (24' x 38') 286' w-w N a ap _Z-�� oil N $ r_i za '' H H A H z W 56' 1-1.25" SD -I 56' 1-1.25" SD 77877 +k Fp FP 77849 53770 J 56' 1-1.25" SD 56' 5380p 53795 1-1.25" FP * FP 56' 1-1.25" SD 53820 53�il35 Ff FP 53840 L ,56tri..y.ZS��S 55' --j r. 1-1.25" SD 53860 53865 FP F ,•FP 53880 53885 56, � L r 56' 1-2.25" SD VACANT _1 53905 Fp VACANT 53925 * - VACAN - T 53975 ----- - L 56 1-1.25" 53960 53985 FP 53980 * 53995 FP _ 1-1.25" SD L 561 1-1.25" SD LEGEND: SD F N 0 A W A � H N 0 z SD a *.r FE 53760 56' 1-1.25" sD (17* x 30`) 53770 53777 FP 53790' 1 52' ip 1-2.25" SD 53810 vc, 53805 � * 30" FFF 53830 53815 L 56 r VACANT 53850 56' 1-1.25" FP 53880 53881 53900 52 ' 53901 1-1.25" SD FP 53920 53915 56' 1r x 3a" 1-1.25" 53950 - -`53935--•-- -� FP 53970 561 1-1.25" SD 53 955 (,s• x 20") 53980 L MANHOLE PULf.BOX PROTECTOR JL DROP FEED / STOP INDICATIOR DISTRIBUTION HANDHOLES JOINT POLE 0 SOLEY OWNED BY VERIZON A GUYING AND ANCHOR 0 FIBER TERMINAL X FDH LOCATION .,� 25 OHMS GROUND 53520 77895 P#908840D 53540 53533 53560 0 "' 53553 #NO TAG 53580 53573 j !#9088450 1 53600 53i601 9 0 r4 53615 53640 #908846D 53641 0 0 53660 53655 #GT129<'� VACANT 53671 53700 53701 #GT9423 VACANT 53725 VACANT #906704D 0 N F, 53540 77933 P 54' , FP 1-1.25" SD 1-1SD 53560 53563 (15' x 201 (15" x 20") 53580 J L.. 53585 53600 53605 F FP 104 , * 102' 1-1.25" 5D 1-1.25" SD 53625 53610 VACANT ' r�53645 +k ,rx30' (17x 30") 53650 53655 L 53670 p 54' 53671 1-1.25" SD (1 r x 30") 53700 53705 (1r x 30`) 102' 1-1.25" SD 53725 53720 53745 11 L_ 0 a a z 0 N A H z N 0 Tq OD 0 N VACANT 77955 P#910446D 53540 53545 0 0 .•1 VACANT 53576 &P#110 TAG 53585 �pp#9104471) 53600 0 53605 #90185ID 53635 53�30 0 rq 4 53640 53645 wo TAG 53660 53665 L 'J �-- &* 90184ID 53700 53685 o 53720 53725 #NO TAG 53740 77990 L#90163ID _ A A W G� A i H W 0 la FDH 4008 FDH SIZE 288 Lv I S .ta® yac Ms�ER- s`w �, T DETAILS p1.11. 2 pt1.1 3 t>+ - • CALLE ARROBA � �L �� .�� �,��„► I a c� 112' 24" x 36- ' 172' w-w (24' x 36") 220' W-w (2e x 38') 184' w-4P } H A H � z �N n SD a a SD 9e 9e N SD of 0 _ 1-4 A H z r 53755 53780 L 102' * 53795 1-1.25" SD FP (17' x 30') * 53810 53805 52' * ,* 1-1.25* SID FP 53820 53825 L * 53835 53830 52' 1-1.25" SD 131r) 53850 53875 (17' (17' x 30") 4 53880 53885 -} 52' F 1-1.25" SD 53908 53925 L_ (17' % 30) 53940 53945 (15 x 20") 53955 ��-�j (17' x 30*) 102' 1-1.25" SD 53960 53967 52' p 1-1.25" SD * F P 53985 53980 � f J r moot 1 s 0his�� tx 53743 P#90183ID 4PL N � i 9 SP#90182ID > s j"m pt*tL 4 PROPOSED RISER DETAIL i t N A 53800 ., H 53711 W #99938ID P#906704D PROPOSED RISER DETAIL -Z PL 1-1.25" SD N #976B51D I 53836 53825 P#906842D PROPOSED RISER DETAIL 3 PL 1-1.25" SD 53860 53865 I 1 f A P#901821D 53880 538$5 PROPOSED RISER DETAIL g PL 1-1.25" SD 0o c i 53900 53905 ` A #NO TAG F-{ W 53920 53955 0 - - - #907941D -- - - -- _ 53960 n ! !I H r� r H #9 940D 53980 L_ UNITS ENGINEERED FDH 4toDg LU's actual �$ LU's future t S MDU's actual MDU's future BU'S actual S� BU's future CALLE CHI'LLON CALLE CHILLON PHASE 2 CABLE DRAWING ICGS MAP RERF0107C i QENERAL NOTES 1. CONDUIT SHALL BE PLACED AT A MINIMUM DEPTH OF 30 INCHES. 2. ALL HANDHOLES MUST BE 17" X 30" UNLESS OTHERWISE SHOWN. 3. SEAL ENDS OF ALL CONUIT PLACED. 4, ALL CONDUITS PLACED WILL BE PROVISIONED WITH A TONEABLE "MULE TAPE". 5. "MULE TAPE" TO BE BONDED AND GROUND EVERY 1000 FEET OR LESS. 6. FOLLOW ALL VERIZON BONDING AND GROUNDING PROCEDURES. 7. COIL FIBER AT TERMINAL AND SPLICE LOCATIONS AS PER M&P. 8. THIS DRAWING WAS DESIGN AS PER M&P V1.5 VERI�ON AREA: SOUTHERN STATE: CA � D!VlSION: WIRE CENTER NAME: LA QUINTA W.C* 0543 EXCH CODE: --T- RMT. CODE: WO #. 7PFAOBH RELATED WO it 7FFA0At~ -- CONTROL M. WO TITLE: 0543-7PFAOBH1H4008 TAX DST: TWP: RNG: SEC: SAL: i FILE: REV # REV. DATE: REASON FOR CHANGE ENGR: QC'D: CADD: O 08 oz oc. DRWG BY: RAHMAN ENGR & OFC PH M 909-985-6643 APRVD: DATE: plbI01-`4 SCALE: NTS PRINT # I OF 2 N H4008-7PFAOBH