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7072Finance 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 #25 / Calle Temecula & Ave. Obregon / WO0543- 7PAOBV-H4020 PURPOSE OF CONSTRUCTION: Install PVC piping and various sized hand holes for fiber optics DESCRIPTION OF CONSTRUCTION: See attached maps and plans DIMENSION OFINSTALLATION OR REMOVAL: See attached maps and plans 11wre APPROXIMATE TIME WHEN WORK WILL BEGIN:April 1, 2007 TIME OF COMPLETION: December 31, 2007 ESTIMATED CONSTRUCTION COST: $121,000 (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 o 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 Cdntractor and Job Foreman Business Address Contractor's License -No. TBA TBA D Applicant's Insurance Company FEES: Subdivision Improvement Permit - Clasl III N F LA Minor Improvement Permit - Class IV Inspection Fee Permit Fee As -Built Deposit Cash Deposit -Surety Bond, if required TOTAL $ 3, 630.00 $100.00 $0 $0 $3,730.00 Telephone No. TBA City Business License No. Policv Number blic improvements: 3% of estimated construction costs ,ate improvements: 3% of estimated construction costs See attached schedule PERMIT NO.7072 DATE APPROVED MA9. 2? Z00% EXPIRA ION DATE: N4iZ. 2g" -2. 08 BY: Administrative Authority T '�i'f� 3. (:l'Y�' Ili' ; ,�� i fr t; i�i � j' � � 1 �• � 4 i I PUBLIC WORKS DI{JPAR.T'MRNT APPLICATION FOR PERMIT 7 Date: Tract No: See attached parcel mapsProject.Name: 0543 - 7PFA0 Vieinity:Z-7' :Purpose of Construction (Ex: Rough Grading, Offsite Strect;etc.) To install PVC piping and various sized hand holes for fiber optics. RECEIVED - H clysy� 6 Zt1U1 Description.of Construction (Ex: See Plan.Set'No. 01234) See attached maps and plans 'Dimension of Installation or Removal: See attached maps and plans Approximate Construction Start'Date: -4 - Approximate .Construction Completion Date: 1 71— 4 — Estimated Construction Cost:.$ / Z ( , b © e2 Estimated Construction Cost shall include the removal of all o structions, materials, and debris, back -filling, compaction and placing pennancnt.resurfacing and or replacing improvements Contaet.Name:.Darywi 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.Number: Contractor State Lice'nse:N.umber: Contractor City:Business:License Number: 10,- A COPY OF THE CURRENT INSURANCE CERTIFICATF MUSTBF PROVMEn Applicant or Contractor General .Liability Insurance Company: Applicant -or -Contractor General Liability Insurance Policy Number.: Officealsc Oniy: InspectionFec: j}� �! /„ 30. Permit Fee: 1 Oo .. As -Built Deposit: Dust Control Deposit: Crcdit r TOTAL, FEE DUE: f 3t 730• OfficeUsc Only: Assigned Pcmut:Number. / O —72 Approval Date: Expiration Date: Issue Date: -Administiative-Aullrority: KS -7oZ Z C'M ERA halDlogies August 16, 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 #0543-7PFAOBV-H4020 Location: La Quinta, CA 92253 — *Avenida Madero *Avenida Alvarado *Calle. Temecula *Lane Closures *Avenida Juarez *Avenida Obregon *Calle Potrero Materials: Conduit 4"PVC ft 1.25" PVC 6t?.4 ft 1.5" PVC ft 2" PVC ft 1.25" Shadow Conduit YIgO(o Boxes - 17" x 30" Hand Holes 32 24" x 36" Hand Holes . I3 36" x 60" Pull Box 15" x 20" Hand Holes Construction - Bore Footage 15,1--{3 ft Trench Footage ` *Avenida Rubio *Avenida Diaz 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. 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I I y$ 4 4 IX h Q Mvf as7 Rv Ri Rr P,l' 01 If �9 °� $� Alo°"1 o•t by \ A i m a I O $ t i © ® ~© ®II o 0 V � 7B ti I w Im' \ +--�— VPNV62/DrJ D'O/N3AV g6" 78� aow-wa AW-7&W a on a�$a © 1 amwu ° 1 ost its y`P, drO/N3AV m �r 140 0 m•oto rxt e to I Imo 0 a N° 0 0 0 o;e o o o ®9 � h 0 �0°�h t W78 y OOVWA7V Z o� 0 �v 0 �qq�N pNNNt�ii 000 0 VO/N3AV w M eP I R cC qr I 8LZ w OP I I �1 Iw �• � ®°1 I° I of ® ®� y ® ® o �� N ®lo m vo ea os ii � O ar 0 0 �oo o o�enr� %0 0000 QCIE J v u of ce VORUAD a r a er 000®©o®000®I�� .N % A ZD70 ov^� �i9? VOIN3AV \ M e �,w .wi�� ti �V �a $•wiwrw\ \ V b V . t Y ° A � \ a h w4 sow � v pw� auk boYd \iib w � i b e w 9 W L~ � \ q o Sa � �\si��\2 � V � O h w \ Y City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 7072 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 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 strerilizer. Rate of application shall comply with the manufacturer's specifications. City of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (5') lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. ,The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of 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.7072 Verizon Fiber Optic Upgrade #25 W..O.0543 — 7PFAOBV — H 4020 / Install PVC Piping for Fiber Optics/ Calle Temecula & Avenida Obregon In addition to the standard permit conditions, the following shall apply: l . Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. Prior to commencing the excavation of a trench 5 feet in depth or greater and into which a person will be required to descend, the Contractor shall first obtain a permit to do so from the Division of Industrial Safety pursuant to 7-10.4.1. 3. "The permittee shall not 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 permittee 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 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. The pennittee 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 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 permittee shall provide 481irs 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 lninimum, 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.7072 Verizon Fiber Optic Upgrade #25 W.O.0543 — 7PFAOBV — H 4020 / Install PVC Piping for Fiber Optics/ Calle Temecula & Avenida Obregon 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 I 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.7072 Verizon Fiber Optic Upgrade #25 W.O.0543 — 7PFAOBV — H 4020 / Install PVC Piping for Fiber Optics/ Calle Temecula & Avenida Obregon A. Approval of the construction B. Plan identification C. Time Frame of Closure D. Alternative Routes IS. 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.fhwa.dot.p,ov/HTM/2003rI/`part6/part6-toc.htm and http://www.dot.ca. og v/hy/traffops/simtech/mutcdsupp/pdf/CA-Chap6A-ChV6F.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 9 PERMIT NO.7072 Verizon Fiber Optic Upgrade #25 W.O.0543 — 7PFAOBV — H 4020 / Install PVC Piping for Fiber Optics/ Calle Temecula & Avenida Obregon 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 locations. 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.7072 Verizon Fiber Optic Upgrade #25 W.O.0543 — 7PFAOBV — H 4020 / Install PVC Piping for Fiber Optics/ Calle Temecula & Avenida Obregon 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 II. 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.7072 VerUon Fiber Optic Upgrade #25 W.O. 0543 — 7PFAOBV — H 4020 / Install PVC Piping for Fiber Optics/ Calle Temecula & Avenida Obregon 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 saw cut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be V 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 G PERMIT NO.7072 Verizon Fiber Optic Upgrade #25 W.O.0543 — 7PFAOBV — H 4020 / Install PVC Piping for Fiber Optics/ Calle Temecula & Avenida Obregon 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 '/" 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/" 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. 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. 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 t PERMIT NO.7072 Verizon Fiber Optic Upgrade #25 W.O.0543 — 7PFAOBV — H 4020 / Install PVC Piping for Fiber Optics/ Calle Temecula & Avenida Obregon 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 V90 r h, VERIZON LEGEND BURIED PLANT PL 1-4" RISER PVC CNDT g O BORE PIT FIBER CALLOUT REFERENCE -i�}- R=4' U 0 HHIMH CXLLOUT REFERENCE �N\ L-7' _ rc SUBDUCT CAu.00T REFERENCE 8 w TERMINAL CALLOW REFERENCE DISTRIBUTION NUB WON) QFIBER (� ❑ NEW HANDHOLE RISER DETAIL P#908435D o v ® NEW MANHOLE n QSLACK I STORAGE LOOP III GROUND ROD PL 1-4" PVC - 4' p CABLE IN coFmulr PL FDH 432 I � ENV 3-1.25" SD u AERIAL PL FDH 432 CONCRETE PAD 601IX4211W I I -� POLE ANCHOR PL 250 GROUND POD ® DOWN GUY 34' RISER DETAIL GENERAL ' 4' ® PROPERTY ADDRESS ® SPLICE PROPOSED RUNNING LINE FDH BOUNDARY —CF— CURB FACE SOP— EDGE OF PAVEMENT OW _ _ —F/L— FENCE LINE LEDi- -+ ON' --- RIGHT OF WAY . 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CYtQA � _ - - - �� PB.78 GrIT!#£3 mnp wRT#:6.8 Re. - \_/IAItDMOtQ LA QYINTA m CprrRAeroR wY+NOGNT �os� ArrRSrumz TTm A011� p OOImpiAlm nveARewAcan rLDlaemmeelNDrmm errFR¢ola I.4�.R.e Lm ADIM tpTTm Loon 4A ALLI®FROIATR@DwONremeAReTOaeaRDLNmmTNMI{"lTGROfOmROOAlmbaaouAmTIORC Ynrma..L IRGPDRm ae' LA LA UITA 0543 JIMBISHOP TPFNOBV �L AARE NAAR�� 7'YPIr'•• VAC[ZM LOCATE DETAIL DETAIL FOR lr3lNG 0&15f08 _ Ealm"NG comfourr TI®KI®erl 7FFAOAF en JIM BISHOP SCALE Qum srDs1 N.T.S. FDH Number COUNTY OF RwER3I0E M4020 EICROAC KMENT PERMIT FTTP RSER DIET. ROUTE 1-3- 1 VERIZON LEGEND �cltrtecavael� BURIED PLANT ALL NOTESAIRrOMESS CROSSED OUT O BORE PR C THE 7ELAPHOPECOMPANrRAS DRLLOFXTL►ATTEMPTED m CORRECrLrLoCAmANDsNONALL mumxo ' A"°",E"�e.�,�d"®r vmrV TE"mR„euryMSCoSvA"r°.E'"°' 24e5" WIDTH cuARAnFzE7w aARffxvvn msuBsn CTLImm sAau.eormECwu•AwrroarowALL Q FIBER GAILOUT REFERENCE SUSDTRVCTZNW Of TI®t CORRECTLOC47WX WILL 007OEA K1tl FORA CLAIN I= EXTRA PURITANS 7NE O NIIIMX CAtlOVT REFERENCE COMmwCTOlr SMALL RURE21PONS/IDCFOR ALL DAMAGES TO SM187RUClfdED IMtP7Nm AMOMNOR Nor. ALL wnRualrAtt CONFORM TOtrE u7earmmdras meerAwaRo sPEcrPrutrditl sow PVSLN: WORKS SUBDUCT CALLOUr REFERENCE A dOlM.EMEMST7ERET0 pPwANoq OR@dO� AND TO STANA4020 PLANS AND SPEC ATTOwe of Pae IwlN 77Ie d1ECTVROPNATLC MORNS TERMINAL CAILOUT REFERENCE Pmo SEV'SSOftl TO THE Cfrr OR COONTYANVIENED CONSTRUCTION DRANVIO SMALL BEMADEAT THEdSCRerNW, OF NE CONSTRf/CrTdr 9eCTDR. c7" ON COUNTY 7aM FIBER DISTRIBUTION IIIIB (FDl1) ALLu x� (AXDAmmanDUNVARfdrHwXCM)AWACOXM Mm crrrANDCoummzowmo Alm ❑ NEW IYINDXOtE OdorM"rl="favfwwmtlSUBE 7OAAdXQUNOP2OO4;Wr OMNYPUM fArA SOOANAIHD BOO IY.YJdQTALL LLTA Oro ALQTYARRd NAM ON CrIr TOWARD MORRMdN"TTER, [bJ- NEW MANHOLE me=OWI CURS, AND AND L 42" HEIGHT SLACK ONAW COMPLETIONOF AIDFOLerTREVMEUES4,GLO muenAN, INS CONTRACTOR roRMwrREMvreut usA I STORAGE LOOP ALILNO R101SA ONCIT dowLR9rrrANRE NALreaN errrerREcrA aDVA aunaE AND aalBruLLa �II GROUND ROD TO PwGLIwmACCESS TO INTENDED LOCATNNS OF rrORaG T/ECOMRACrdr MUSTAPPLr FORA TaooawNrNo rwwmfo PonvrPRON trre arr2eoffNr7a P71eLLC IHORRIS O'FPA1r72EAlr. 25DIvN TRAFFIC CONTROL PLANSswAu REPHEPwREDAND afNAvnED POR REYfENAIm APPHroveD arT7f8 aneouwn C"SrROCTWMYKAFPPCe CONmOLPLANPXEFw TyaNGUME1OMM ' Q CABLE IN CONDUIT NOTWOCONSECUnve OITrFSeCFrows SMALL ASCL.asm. AERIAL : CONTACT TsoNowaoavANroraPecTORwMOWN dADVANCE owoOwaTRUCrrorc ' a NamrALL urDnrm,orrrm aLEermHcnde UsmA AND mmeRSNOEm Sem7wAuwr(f4024OQ4fsV POLE ANCHOR two Imw/mOG am PRpR f0 CONSTRUCwOIIa L NbTrrLaG.L,OINANDPOLLACUOE..RT>QM,tO NDUR'dADr.NCe fO L ®POLE Ar 20" DEP.TH _wafdNOPOU lrcEOL, F. -� DOWN GUY 75 LBS. SAFE RWAv 17RGL.a1Pl7T eJ[GrATION ImgT. (EEC eDID OP1r® a O'OLIFORMORASOMFOINweTAm-0.7Z LOCAL cALODwALweoReooeaTEDa.A.Tz aocucuoTwucTrowePmrrmooworMEer7rmREOUdaoENNr. RISER DETAIL T. CONTRACTORS PERIDr TO DE ON THE JOO STFffATALL TNES ERA` RTCE CONTROL 70 AS MNNEAMED er STRNNE. N40=404 PUYOWSA-C AS SPICOrm ON 7Ne - ., A 7RAPEDESTAL PERMIT. _MOUNT _.. .. _.. .. _ ® PROPERTY ADDRESS S. HE COrOOCrrONAPm NATGaLLIfm S TO Coommal WITH rm¢ON TELEPHONE COSOwMrS/FcbTC4Tmm �441216 FDH ® BLICE CONrruerORTOUTOUrrAOOw aes nNrowNrexuwr. vA7nvrulwAmrrweuRamNsoevumme PROPOSED RUNNING UNEra IEeT ON cols RTdR SEC7TDNLEImmD SIHOIgi AfOTOT 7QEPffOSE aHJRiRdi eNdP09fd0 SMALL DA CONSIATED TO DETERMINE IFTY TNEVETTON WILL COM7%Xr WIN CAME ORDERED.FDX BOUNDARY It 'wD`°"'uma"Pwaseoas'°`e^`"eEDDEmIre`a"mDrr^`A`sM"r,°'°'• 8"X 12^OPEN/NG �F— CURB FACE 24.5w W/DTH /N P.� MASIZ SOP— EDGE OF PAVEMENTILLPPMM$SrOAMICLEaANDONPULLDOQSTOASSETDNAMVMnWOPSVEMDICKESOPGOARdeROCILOR SAND m 6mdOS.2aAAlIfD car NMfmsorou —FA.— FENCE UNE fa NANMDLeS AND POLL NVJM TO SS RACKED m VE REON SPEdACA710N UNLESS OTHERWISE SHOWN ON ---- RIGHT DRAMS aaP AND osP af.maefact OF WAY x CDAaLE7m WALL THICKNESS AIM NAOfde NECRLENGTHS (r.RAOeroCE1{DFGJmaSHOWN, GUARDRAIL fa PWLLNOd OfIC'r OI7RANCEA AND OR OPPOSITE NAIL. —COS— COMMUNICATIONS LINE w Ourr WrroulmDINEorcrePLDHPPO7ORe NIlORe OtlC'I BTrRAMCE —DriN— STORM DRAIN LINE IA. 2LMESNroafAlEJOdmmorfonr eom,PaLEA OR MAMpLe wITMCOYmYRAIINL RE EDIIDWWrm Rwm Pvu d aeosra - —GAS— GAS UNE f>: ALL wHmow surEDewae7Oarew MdDruraPao•Ecru PNLOwcnTTEI1 L7rAowlm aaw W&Taz —PWR— POWER UNE 42" TA dR mm(87 ORME TVTwAmmulum anam eeew vurP mmamED urnmSmmea ML 42"HE/GHT ❑ NaxrNDSr nn NNaEs m f/ENSOLMaN eoTEA eeLOlr 11ENMOPOdm wTfm eRwoe drnow:Dm. —SAN— SANITARY SEWER LINE —writ— WATER UNE IS, SNOwCOPm(RTAImONS1IIOO9CANSGSLSON=Np COYESLJAaNfFMr TDMAW*MEAArG -i—�—F RAILROAD TRACKS wuALaOTRRrdCRwmwrANroTIERPOSIT NNare corm Dorms NtlarANnALLrFNwr AY[RAoa -- — CENTER LINE 2Q MAMOXCLAtLdlCrfrdld/AY corm:. MAHmm.mRSff'mNroOer s�'Pde2;'aINCTAAND -ROR�DUCE - mo..f..l wws al rACAMOYCTAASLSSTEwEO dADNO7IEOOPMfIDAORON PNOCeSA 1rEYMUDTm NA/mlMdLea A. u� A7171Q17 an. oe.��r Cab npAnr � oq Y.l Lbrmold Nd..rr�A w�• Mltll//►INLL Iuv7fOre RrAlerwHOLDarrINANE Law2Tt, a sHawry TOPBMprPIIOfm TwMb Ren�Y-rY ti��AL aDARANrJ:wmNomER NlDsnrucrLwo oR PvoPm LTORANCSNNrO rAOLNEa FwT�Or AYlL6 Nar.am A A ,.drL,NAD,rawD„SWP RPJAI, AIR RIi�A,m eXtlflMa 20" DEPTH 60w x wLL RAdL@DTxwsa•7D Re ewuem wrmcaAasmeowcsErePm asr PRACTICE S>afOJ,xPI AIDS. 75 LBS.:] _ A oawNAeroNmrmarwaTO MALL wlmort WALL meIm oPLwersTRUervRrLEwN/AE■mHra AIEAMNaeAEArmmReaEwlaD ro7rreNeARETrPnor. srrTL nna r_•mr.�e ~� A AVOCAVREW'G"`m""` "d` '""' "T'"°"M"'r""""°`E PEDESTAL MOUNT PAD FOR FDH 144� 216, 288 & 432 CAB/NETS n. PLwrJ9�Tptr►RO►TLpENNNL.AOPedLweramruTED A Avw1NNINMALLrMC1pESPD.ITEELCASaNNYLSe_ 2161288 FDH SANDCRAURDIrmwrLawNwPaHRcm urro Ueda MrmfAumtluaalPrmwOitATOrmRNaM SSALAreoTMePEs aPuwAa CiAIll18003ZTQa00 �rtll� S!r WIDTH A 7rA010!Y/NOtlPmIOITED worm cum Alm minEq LT: >f. edmaarvr mElHCNfdf nArlED CAeLCYLNCSKze7 MArSSAfOEAeLOu7loltlmSS aeTERPDIrED Rr vENr¢oN RS!'EcrDIG CON/wACIOw m AACH6aL wH/fJTPwSARR SPLITOrO m A CweLStl_JADL_auGGLNr_:AmLASPmPRer.48'HE/GHT . A OSlIIM®CJIS{StlPfACED dOHHl rIEslO(fAlm YLrOIIL Ir6L ARA'EOI/NF8 AIEINfINIOPr SELOw ANTE frweorewE CASLa TRairJf.ACIaaL row rns fmsfao pewµ , x rmLrDNOraPEmONmmdmwsmueLeDTumrrAND nwcamrr. caNrAcr s:NOURS PNOw TDsrARrwOONHerNueTON TeLEPxOPEOaEeN�,_, O A SNROSQ►AmLA1mdCAPOIO NAIL ReN2u®mnESATnsACTronwPVOPmnowmroN ooLm®rrALADorcr• ' as mw"mmToeoiwNalTosPrzwuTONovnEonoruaDdw. 20"DEPTH YYN Ors 37. CONTRACTOR NM AIL NA OASAaNAOFOOR OwD00ALL OSLDlpTVI aP SrwPO Y�QNT PAMARXIRq OR RAfe®IAYET®TTNARIQNA IAdrNOYCF20INrSNYL SD OOMOg TO 7NPNTfSRACr)ON OP irE -CAUF 11E1@� MOA RATW ORNIA Pf[RiOCfPAYI►pf C'OfdROHYOLTEOi. OIYYou TMONAn WOtSP Pg t3:87H Gr9tt#£3 A IT WILL Se THE CONTRACTORS SSXPOMBOa TO PNormR 7RArTre CONROLwmawSOMIS MALL Im Los warmEswlm orAN►orOSTPudAe NLmlraaLurAs mMrreD er Tr¢arwTe, emlNrr, CR LOent AurMOw/n. 7fEcoartl m RedauDm dTrreem PACE. arrw coerNaL ND. " CaNTEADTORNNLLrDAHr .w wrwE,REr,E PEDESTAL MOUNT LA QUINTA CaPorlarAND ILTHARS/LACED. NDuaaATOseeROTromer TERNaMH. W=SCO m tJ►CUINTA 054s ILL ALL ruewdamEmowfa/SS wAeTO DO aROdNeD NTRNA{-NrsaXOUNDNoo Afmss oaovm NEB 432 FDH NANcuouara 7PFAOBV =71A 7FFAOAF N.T.S. FDH 14ODber ' eouxrroPRlvaERDe M4020 vLeRDAelDleerr ' Pmrrt PTI9 RSHl dST. ROVfE PIIe1I 4 p 4 VERIZO14 LEGEND Table OC.3MA). leper Lonoth Clltarla for Temporary Traffic Control 2onos Speed S Ik.1h) fee at—. leper Length" I., Meet. at We 3.6 m fW Uoffliog L nml Shifting U2 Ins) Sltoulder Ug Iml Confllcr' UO (m) 20 21 10 7 00 40 37 10 12 00 50 60 20 l0 00 60 64 42 25 00 70 ISO 79 61 00 00 lea 00 60 00 go 207 101 05 - IOU 225 110 76 00 110 240 174 00 00 . hlostm in ehennelizer spacing In SO speeds an one•IandMoway lepers is OAra 120 A). Maximum ehanetuat spacing1 11 speada ond—Ueam(spas is 0.1 In (20 AI. AO olhellepers ate as atom. 11 Use an Wennedlale and that•IRm Projects be leper and IRrgem sections wherre Ifewe ue no pre—ni rankings ce skean green is a conflict beimen esislmg penement markings end ehaae0tafs. On Slate highways o spacing of ] m 110 0) Is recommended lot tepa and tangent sections an— on TA•01 and TAJ7. Table 0F•102 Maato oa, apadno of Clmnnollzor Spacing Speed Ikm/h) Idaelmure Clrpnnellear Snoelo 1 lepol' Iml lorigarel Ins) Confllcr' Intl oU 6 12 0 40 0 IU 4 50 10 20 00 12 24 a 70 14 2e 7 Do 10 02 0 00 10 gb p too 20 40 10 110 22 44 11 1 Maclmum ehennebzel epadng la o0 speeds on ene4ara nft—my lateen is O.lm 120 A). Maxmum elunerelizer spacing In an speeds an deaslleam lepers Ls 0.1 m 12011). All office lepers ate as chaste. 11 Use on inlarmadalo end 6hod4aenl Wiens for lapel mid tangent sections where there ate an pa enarel makings m Verne three is a emdlci between esistm0 pasateenl makbrgn and charm►tars. On Slao Nglmeys o Spacing of 0 m 110 Al is lecanunarded lot tepee and tangent sections shown on TA•]I and TA•02 30m to 100m 30m to 100m SHOULDER WORK A W21-5 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 at 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 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 areo is obvious, or ends within a larger project's limits. 4.If the W20-1 sign would follow within 600 m of o stationary W20-1 or C11 (CA) "ROAD WORK 14EXT MILES", use o 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. SHOULDER CLOSED W21- 5A SHOULDER TAPER SHIFT= U3 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. 8. The maximum spacing between cones along a tangent sholl 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". pion for lone closure details and requirements. 10When specified in the special provisions, o 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 have black legend on orange background: California code are designated by (CA). Otherwise, Federal codes ore shown. SIGN PANEL SIZE (Min) ❑A 900 mm x 900 mm © 914 mm x 914 mm © 750 mm.x 750 mm Q 914 mm x 457 mm TYPICAL SHOULDER CLOSURE 30 m r 150 m ROA�HDOR C14 (CA)' See Note 3 BURIED PLANT 0 BORE PIT QFIBER CALLOUT REFERENCE O^ HHIMH CALLOUT REFERENCE SUBDUCT CALLOUT REFERENCE TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION HUD (FOH) ❑ NEW HANOHOLE NEW MANHOLE nED Y SLACK I STORAGE LOOP - III GROUND ROD 25ohm Q CABLE IN CONDUIT AERIAL —Q POLE ANCHOR ® POLE --�— DOWN GUY RISER DETAIL GENERAL ® PROPERTY ADDRESS ® SPLICE PROPOSED RUNNING LINE PON 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 —WrR— WATER LINE —�—{—} RAILROAD TRACKS -- CENTER LINE rTmrvwr Raoe. a.euen 4alasasl a u.. ao..,,.n.,d cos. eoaseea a sus •s.rs r.ean IN—W le M IwwwJ rwlw. a `—h b Y> w won - ea. Poe y-1 ota NM m le —eel, u— . w vsRnon wR.n oyasu CALIFORNIA omaron, TMoweoumse Pg.H: Gridll: eRT aF CORTRaIRa. TIa,Y gIfTW e••Mr flYaO eY, eww an I rJIM UIFHON w vww ew.,wa n.o.. vusancv eT, n JIM OISHOp BCAIE N.T.S. PDN Nu.M Trtsa H VERIZON LEGEND Advance warning signs_ See Note 1 30m to 100m , _ 30m to 100m l9 � tp ROAD WORK RIGHT L AHEAD CLOSED AHEA ❑ B W20-1O C20 (CA) (Rt) See Notes 2 and 4 NOTES 1. Where approach speeds ore low, advance warning signs may be placed at 90 m spacing and placed closer in urban areas. 2. Each advance warning sign sholl be equipped with at least two flogs for daytime closure.. Each flog Shall be at )east 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 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. If (he W20-1 sign would follow wilhib 600 m of o 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 )one closures during the hours of darkness shall be fitted with retroreflective bonds (or sleeves) as specified in the specifications. b GHT LA 'IO TYPICAL LANE CLOSURE zee IoDle bG—J I I — b b 0 0 b ® b ® O O b � D b WORK AREA Mb 0 0 See Note 7 N// E \N% 0 C20 (CA) (Rt) 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, 8. The maximum spacing between cones along a tangent sholl 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 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. ■ C14 (CA) See Note 3 SIGN PANEL SIZE (Min) A� 900 mm x 900 mm © 914 Mm x 914 mm © 914 mm x 457 mm Table BCJ(CA). Toper Length Crllerla for Temporary Traffic Control2anes Minimum leper Length" for=lh of Offset 3.0 m (W) Speed S Ikmlh) Merging L Inn) Shifting u2 fm) Shoulder u3 lm) canntar• U3 Im) 30 21 10 7 30 40 37 tg 12 30 50 50 29 79 30 60 64 42 20 30 70 1 15B 79 53 30 60 100 00 60 30 F.z03 t01 BB 30 100 225 113 76 30 110 240 124 03 30 Maxim= ehannelleer spacing for all speeds on one-lanef —ay lopets is 0.1m (20 ft). Maximum channetizer spacing for an speeds on dwrnsuallm lepers Is 6.1 in (20 0). An other iapan It es shwm. " Use on inlennedlalo and short-term ptolecls br leper and tangent sections where there a10 no pawmenl mafkings of vheno thew Is a conascl bet —en oxislinng pmement markings end chenneltters. On Slate highwnsys o spacing of 3 m I ID 0) is recommended for taper and tangent sections ahwm on TA-31 and 7A-32. NOTES Unless otherwise specified in the special provisions, oil temporary warning signs sholl hove black legend on orange background. California code ore designated by (CA), Otherwise, Federal codes are shown. LEGEND 0 Traffic Cone Temporary Sign Direction of Travel. Flashing Arrow Sign (FAS) 000 FAS Support or Trailer Portable Flashing Beacon Table 6F-10L Maximum Spacing of Chennallter Spacing - Speed Ikmlh) Maximum Channall[ar Spacin leper' I Im) 1pngant 1.) Connlcr- Im) 30 6 12 3 40• B 16 4 50 f0 20 5 60 V 24 6 70 14 20 7 so 16 32 B g0 10 35 g 100 20 1 40 to 110 22 1 44 F. 11 Maximum ehanneetar spacing to e4 speeds on onalonefle way topers Is 0.1m (20 A). Maximum enennelder epacing for ell apeeds on dwarslraum lepers is 0.1 in (2001. All other lapels are as shorm, '• the an imermedete and short-term poleels for loper and tangent sections VAn10 thele ew no Pertinent melkinirs of TAnno time Is a confect between existing pbnmtM fnafkingf and ehamlelixert. On Stale Ngtwmys a spacing at 3 in (to n) Is leeommended Im lapel and langod eaclrom that. on TA•31 end TAJ2. MUTCD 2003 w/CALIF❑RNIA SUPPLEMENT BURIED PLANT 0 BORE PIT QFIBER CALLOfIT REFERENCE HHIMH CALLOUT REFERENCE BUBDUCT CALLOUT REPERENCE TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION HUB (FDH) ❑ NEW HAHDHOLE (M NEW MANHOLE Y SLACK I STORAGE LOOP III GROUND ROD 25ohm O CABLE IN CONDUIT AERIAL —Q POLE ANCHOR ® POLE --- DOWN GUY RISER DETAIL GENERAL . ® PROPERTY ADDRESS ® SPLICE PROPOSED RUNNING LINE FDH 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 {—I—I--} RAILROAD TRACKS CENTER LINE IwveNnl N Wr a..u•n 4atwau a w D•..rr.nrt Gw N.e•rr•.. DID Nw1s..nD11r•a,n •mrrt• ►. Ir•.4 Yna• • •hfR,N 1• Ye...Y• 140 w rnQ. er yrr Dle Nwt L0. Nw1nr rR `KQ&E S Call 1 1.600-227d600 YlgliaN ANI, aTATY CALIFORNIA alYlelOrl, uusa. P Zq: Gridtt: alit of CONIRDL RD. 11DK a,NTaW el1aN, IlilalO BT, ^^^�+•�+• . n JIM P15HOp en JIM a15 HOI'. SCALE N.T.S. rnw PDH Numb• M VERIZON LEGEND Ov Traffic Cone 1 emporory Sign g--- Direction of Travel ® Flashing Arrow Sign (FAS) 00o FAS Support or Trailer Portable Flashing Beacon See Note 4 C14 (CA) L ROAD I7aR f O Table OCJ1CA1. Taper Lon011, Coo loot a lot Temporary I14MO Conhol Iona. Speed S Umll,l M,nlmun, Toper Longlh" for Wldll, of Of1.13.0 no (W Mor0ing L Iml Sh141"a U2 Ion) el,00ldm U3 Iml Comater' U3 Iml 30 21 10 7 3u 40 37 l0 12 30 50 50 20 19 30 00 04 42 20 30 70 IF 70 53 70 00 too 00 GO 30 00 203 tot 00 70 100 775 113 75 30 . /t0 240 124 07 70 Maximum eheon li-I sparing lot .0 speeds on one-10 11w oay Iopela la 0. Jon (20 111 Maximum clwmohtef spacing IN all speeds on dwmsha.m lapom is 0.1 in (204). All other lepers ono as show,L - Uso on IMelmedblo and ahod•lerm projects $or toper and tangent sections where (hole me no petemeM markings at where Ihom is a conflict between existing pa emom mm"s caul ehennebsms. On Slate Mghways a spacing of 3 m (10 n) Is facommended let leper and lengenl sections anew. on TA-31 mW TA-32. Table 5F•102. M.xlmum Spacing o1 Cheonollsar spacing Speed Month) Moat Gann. hf or Sp.cln Topel' 1ml lon0enl Iml Conlilcr' Ion) 31 0 12 3 40 is 10 4 50 10 20 5 50 12 74 a 70 14 20 1 Be la 32 0 00 lU 35 0 Ion 20 40 to 110 72 44 11 Masimues ehooneLur spacing 1m.4 ..gads on ene4anm—w oaf tape. Is aim (200). M..is.— ehsr,nelitm spacing is, W speeds m, dowraboam tape. Is 0.1 m (20 n). M W,er tape,. ono os at, — "Use on kdmmedete and Shod•lesm ptelecls lot lope# wool tangent sections vA.ro them me no, parcansm makings Of whela Main is a conflict bebrem oxislb,g pavamml mmkingl and ehannedton. On Slcao Nghways o Spacing of 3 no 110 0) Is fecommended Ion lapel and longem sections ah.— on TA•31 and TA•32. L, D I See Note 10 Advance warning signs, 30m to 100m 30m to 100m 30m to t00m 1,9 Re m a1 ,\ a� a Min q 60 m ROAD WORK CLOSED LAN '55 AHEAD CLOSED RHEA See Note 8 O O W1-4L W20-1 C20 (CA) (RI) See Notes 3 and 5 MPH 19 W13-1 See Note 9 NOTES 1. Where Approach speeds ore low, advance warning signs may be placed at 90 m spacing and placed closer in urban areas. 2. At least one person shall be assigned to provide full time maintenance of traffic control devices for lane 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 at least 400 mm x 400 mm in size and shot[ be orange or fluorescent red-oronge in color. Flashing beacons shall be placed at the locations indicated for lone closure during hours of darkness. 4. A C14 (CA) "END ROAD WORE" sign, as appropriate, shall be placed at the end of the lone closure unless the end of work area is obvious, or ends within a larger project's limits. rWORK 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 filled with retrorefleclive bonds (or sleeves) as specified in the specifications. 7. Portable delineolors, placed of one-half the spacing indicated for traffic cones, may be used insteod of cones for daytime closures only. 8. Floshing arrow signs shall 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. See Note 8 See Table 6C-3' See Table 6C-3 O ® (a m 0 o ` a W1-4R Y,X ❑ MPH C W13-1 See Note 9 SIGN PANEL SIZE (Min) Q 900 mm x 900 mm © 914 mm x 914 mm © 750 mm x 750 mm �D 914 mm x 457 mm W9-3 W20-1 coRf» ROAD CLME U m ��'0R1( TYPICAL LANE CLOSING W/CENTERL I NE ru(een AREA - ❑B ... . - -.. _...__. � 1\+st) O to loom I 30m 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 lane closure details and requirements. 12. Unless otherwise specified in the special provisions, the ( 1/2 L) shown between the two (L) lone closure tapers sholl be used. 13. When specified in the special provisions, a W4-2 "Lone Ends" symbol sign is to be used in place of the C20 (CA) RIGHT (LEFT) LANE CLOSED AHEAD" sign. Advance —'1 signs 4 (CA) 10 See Note 4 NOTES Unless otherwise specified in the special provisions, oil temporary warning signs shall hove block legend on orange background. California code are designated by (CA). Otherwise, Federal codes ore shown. I11UTCD 2003 w/CALIF-OPNIA SUPPLEMENT BURIED PLANT 0 BORE PIT QFIBER CALLOUT REFERENCE HHIMH CALLOUT REFERENCE l J SUBDUCT CALLOUT REFERENCE TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION HUD (FOH) ❑ NEW HANDHOLE M NEW MANHOLE Y SLACK I STORAGE LOOP III GROUND ROD 25ohm E) CABLE IN CONDUIT AERIAL —Q POLE ANCHOR .-__�-•-POLE__.___........ .._ ___. DOWN GUY RISER DETAIL GENERAL Q PROPERTY ADDRESS ® SPLICE PROPOSED RUNNING LINE FOH 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 —WfR— WATER LINE . {—{—F—t RAILROAD TRACKS -- CENTER LINE Nun..r a0 N laws a,.,a •pan„11,. Wwb•Maa...ea. aw ywrpp Mwa La. Nasuwr vl, � Call, 1.aga22Taeao U.Aon oww e11su vsnfaoN afuu CALIFORNIA om.,or„ 1Now.wus. PB,A: Gridq: .Oym C.RIR.L Ma. TN cesolo1. ■se., nos...— JIM BISHOP �•�•�• nb., •, Down.. en SCALE r, JIM BISHOP N.T.S. PDH NYTM nW. H VERIZON LEGEND LEGEND 0 Traffic Cone Temporary Sign !5— Direction of Trove[ ® Flashing Arrow Sigri (FAS) 5,0_0 FAS Support or Trailer -{U Portable Flashing Beacon See Note 4 C 14 (CA) END ROA a Tobla OCJ(CAI. Toper Length Caterio for Tempn—V 7rollle Conlrol7mnos Speed S Ikmllr) Mi..an, boor Length' Iar Wldfl, of Oflanl ].6 m Iw Marpin0 L Iml Shllhng L12 (ml Shouldel U] Iml Conlllcr' U] Iml 30 21 10 7 ]U 40 37 15 12 30 . 60 6o 20 10 30 60 04 42 20 30 70 ISO 70 S] 30 fig leg 00 60 30 00 TW tot 09 30 tgD 725 11] 75 ]0 110 745 124 O3 ]0 ' Mssimum chin edict spacing Small speeds on onedane/lw y lapels Is 0.1m (200) MGYtiaVal chi n idilel spacing flood speeds an downslleem /opens is 0.1 m (200). All alher lopes, are as aJro " Usa on Imemlediala and shin -latin psoleets tit lapel and tangent sections whato limo we no peNmlenl markings or Mmre theta Is 0 CMAXl balN on aaisling palemenl inerkulgt and chatmvSaets. On Stela highways a spacing of ] in (10 (k)Is recommended lot lopes and Wrigenl soc0ons shorn on TA-]1 and TA-32 loblo SF-102 Maximum SPaelnu of Channolhar Spacing SPaoJ Ikm11J /4oalmum Chonnoliror Spacln lapel, Iml TanOarnl Iml Caiiniw' Iml ]O G 1'L ] 40 O 16 4 50 10 2D 5 SO 12 24 G 70 14 20 7 SO 16 ]2 0 0o IO ]0 0 too 2n 40 to 110 22 44 11 ' Maxlelual channobles spacing lot a0 speeds on onolanetl o y lapel. is 0.1m 420 0). Maximum ehamleslm spacing tit all speeds an tlammeem upon is 0.1 to R0 aL AS whet looms me as shown " Use onlllletmedold dad shon4erm ptajoele 1.1 top" am Iangam..di— Mane Ihme we no PmemaM mmUngs an torero Illolo is o eanOrcl Wmea Muting Palnfnan matkinip ana ehanmblea. On State NOl mys a spacing of ] to (10 (1) Is seeommemled IN tepu and Impart sections shown on TA -]I and TA•32 TYPICAL CLOSING OF HALF ROADWAY See Note 8 See Notes 3 and 5 C20 (CA) (u) C20 (CA) (LI) LEFT IAR Ur IAHU i CLOSED CLOSED AlIF1U All UA W4-2L See Note 13 W20-1 ROAD WORK RHEA �X A L 30m to 100m 30m to 100m 30m to 100m L 1/2 L L D See Note 10 L See Table 6C-3 See Note 12 See Table 6C-3 See Table 6C-3 fee Table 6C-3 to- Advance warning signs IA I s o 0 ® See Note 1 0 Advance warning signs, b See Note 1 _6 ® � ® � �� — 30m to 100m 30m to 100m 30m l0 100m ® WORK AREA/ 8 O i ml� p o . OI I o* O (CA) 6F p--� C14 ROADS \ \ RDA�N 40R 1YORK RIGHT LA A p AHEAD CLOSED I WI-4L ❑ ❑ RHEA i See Note 8j See Note 4 TA ❑ Xy, SIGN PANEL SIZE (Min) w1-4R W20-1 C20 (CA) (Rt) W4-2R MPH I C See Notes 3 and 5 NOTES 1. Where Approach speeds are lour, advance warning signs may be placed at 90 m spacing and placed closer in urban areas. 2. At 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 of least two flogs for. daytime closure. Each flog 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 ploced of the locations indicated for lone closure during hours of darkness. 4. A C14 (CA) "END ROAD WORK" sign, as appropriate, shall 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 13 W13-1 AA 900 mm x 900 men See Note 9 al rH © 914 men x 914 men W13-1 © 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 10. The maximum spacing between cones along a of a stationary W20-1 or C11 (CA) "ROAD WORK NEXT tangent shall be 15 m and along o iaper shall be MILES use a C20 (CA) sign for the first approximately as shown in .Table 1. advance warning sign. 6. All cones used for lane closures during the hours of darkness shall be fitted with retroreflective 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 daytime closures only. 8. Flashing arrow. signs shall be either Type I or Type 1 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. 11. For approach speeds over 80 km/h, use the "Traffic Control System For Lane Closure On Freeways And Erpresswoys" 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 shall be used. 13. When specified in the special provisions, a W4-2 "Lone Ends" symbol sign is to be used in place of the C20 (CA) RIGHT (LEFT) LA14E CLOSED AHEAD" sign. NOTES Unless otherwise specified in the special provisions, oil temporary warning signs shall have black legend on orange background. California code ore designated by (CA). Otherwise, Federal codes ore shown. IAUTCD 2003 w/CALIEORNIA SUPPLEMENT BURIED PLANT BORE PIT FIBER CALLOUT REFERS a g1�( l�l ❑ NeW HAN13HOLE ®n NEW MANHOLE BLACK I STORAGE LOOP JY --III GROUND ROD 25ohm O CABLE IN CONDUIT NCE . HHIMN CALLOUT REFERENCE BUHDUCT CALLOUT TERMINAL CALLOUT REFERENCE FIRER DISTRIBUTION HUB (FOR) AERIAL —Q POLE ANCHOR ® POLE GOWN GUY RISER DETAIL GENERAL Q PROPERTY ADDRESS ® SPLICE PROPOSED RUNNING LINE FDH BOUNDARY —CF— .CURB PACE —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 —WrR— WATERLINE —I 1 1 RAILROAD TRACKS — — — CENTER LINE tl•vaa 43ewan a trw o•..nsw ow. a••m,... on awe a..mexwa MY,wt b M 1•w4►ww• •••m,la b 4�••b• M11 N will aerywr qa aM a.O. Nw.M1•lal cant uswa ow., vaArzoN slaw sswlu CALIFORNIA OIVI•ION, 1NOMw•OVIOa• PSA: Gridtl: cm w COMINaINa. xme sarrra aura ttscoso at, �n JIIA BISHOP w •.•,+, canto es, aJIM ^�, in BISHOP SCALE H.T.S. rrtw Fall Numbs H NOTES Unless otherwise specified in the speciol provisions, all temporary warning signs sholl have black legend on orange background. California code ore designated by (CA). Otherwise, Federal codes fire shown. See Note 3 C14 (CA) eRu none ann a d LEGEND D Traffic' Cone O Traffic Cone (optional toper) Temporary Sign Direction of Travel I Portable Flashing Beacon TFlogger Closure: Cones or barricades Advance warning signs, See Note 1 G O 100m �, 30m to loom 30m to loom _, 30m to loom O ORE W1 Rn AIF C9A (CA) IT —4 See Note 7 IYORK W20-41 VPAPIrl, BW20— l C29 (CA)eQ See Notes 2 and 4 XXX FT Note 10 TYPICAL LAME CLOSURE WITH REVERSIBLE CONTROL C37 (CA) TRAFFIC CONTROL WAIT AND FOLLOW PILOT CAR OSee Note 9 1 b Cones 30 m Max s D See Table 6C-3 o ® o p— ® See Note 11 NOTES 1. Where approach speeds are low, advance warning signs may be placed at 90 m spacing, and closer in urban areas. 2. Each advance worning sign in each direction of travel shall be equipped with of least tyro flags for daytime closure. Each flog sholl be of least 400 mm x 400 mm in size and sholl 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, sholl be placed of 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 o stationary W20-1 or Cl1 (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 fitted with relrorelleclive bonds (or sleeves) as specified in the specifications. 6. Portable delineolors, placed at one—half the spacing indicated for traffic cones, may be used instead of cones for daytime closures only. ARE See Notes 2 and 4 W3-4 C9A (CA) W20-4 V20-1 DE / Lo XAA k//A RETAKE TO ROILTOT 111FA0OA�See Note 7 C29 (CA) See 0� XXX FT Note 10 ,pp n ll0 46- Advance warning signs, See Note 1 ® Gole cones 0 � 30 m EL SIZE (MINIMUM) Oq 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 914 mm x 914 mm — Speed less than 70 km/h © 762 mm x 762 mm ❑D 914 mm x 457 mm ❑E 914 mm x 1067 mm a 914 mm x 229 mm 7. Additional advance iloggers'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 shall be illuminated and clearly visible to approaching traffic. The illumination footprint of the lighting on the ground sholl be at 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 at 150 to 300 m intervals throughout extended work areas. They ore optional if the work area is visible from the flogger station. 9. When o pilot car is used, place a C37 (CA) 'TRAFFIC CONTROL —WAIT AND FOLLOW PILOT CAR" sign at all intersections within traffic control area. Signs shall 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 or I 1 1. LANE CLOSED C30 (CA) See Note 8 Table OC-31CA). leper Length Crllaila for Temporary'trafbo Control Zones Speed S Ikmlhl Minimum leper Langlh" for Width of Otha13.0 m ..'ging L Im) Shining U2 Im) Shoulder L13 Im) ConlDer• L13 Intl 30 21 10 7 30 40 37 10 12 30 50 50 29 10 30 60 04 42 20 30 70 156 79 53 30 60 16o e0 60 30 so .203 lot 60 1130 100 225 113 75 30 Ito 240 124 03 30 ' Maxi mrm ehannoitter spacing lot op speeds on ono4aneny—ay lepers is 6.1m (20 Ill. tAoxtmum channeliaar spacing Pot e0 speeds on dwmsheem lapeis Is 5.1 m (70 0). All other topers are es shmm. " Uso on intermedialo and erwrl.leim projects tar leper and tangent sections y hllo there :Is no pawment markings or t4Nge tMie is o conflict belmag existing posemenl markings end channeOlem. on Stale higMiayt a spacing of 3 In (to ill Is leeommended tot leper and longonl sections shwm on 7A.31 and TAJ2. ja ROAIE1NI40R C14 (CA) O See Note 3 lable OF-10L fAaxtmum Spacing of Channallxar Spacing Speed Ikmlhl Maximum Channplltot Spacinn leper, I Intl langanl Im) connicr' Im) 30 6 12 3 40 0 15 4 50 10 20 5 60 12 24 6 70 14 28 7 60 16 32 0 g0 f0 36 0 fOD 20 40 10 1IS 72 44 1t Monmum :hsanit,zet spacing lot all apaed: on crn4anvft way %opera is 0.1m (20 it). Mexhnixn enanrpluer sparing log a0 Speedi on dwmsaeam topers is 6A in (200). AD other lapel, sio as shot.. Use on Intemtsdaw and shop.leen projects lot lapel and lanpnl aections rAteto Ibne ate ne, s aemem markings or vtheia Main is o conflict between ensling paremen% maddroi and ehannebaen. On Slat. higMrrya a spacing of 3 in (10 0) Is recommended lot lapel end tangent secllom shot. on 1A.31 and TA.32. IAUTCD 2003 w/CALIE0RNIA SUPPLEMENT VERIZON LEGEND BURIED PLANT 0 BORE PIT QFIBER CALLOUT REFERENCE //te a HH1MH CALLOUT REFERENCE 8 BUBDUCT CALLOUT REFERENCE TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION HUB (FDH) ❑ NEW HANDHOLE (0 NEW MANHOLE yJ SLACK I STORAGE LOOP -III GROUND ROD 25ohm . Q CABLE IN CONDUIT AERIAL POLEANCHOR ® POLE --+— DOWN cur RISER DETAIL _ GENERAL PROPERTY ADDRESS ® SPLICE PROPOSED RUNNING LINE FDH 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 —WrR— WATER LINE }—�—} RAILROAD TRACKS -- CENTER LINE aN. ".I—. pie As.rg awMMapan'il N.reMr ae a. l..a.4 kMw.. •ewm11b4sr.Y•wtp M..IIL e.r /a.r pp N.tt Lp.Nn.e.t wu CALIFORNIA ometon, lno.u.ouma. FDA: Gridil: onto, coNrao�ao. ,roe wrnw sxcm nelnso es, �+�+�•, en Jim HlSnnt, IM ' SCALE en Jim OIsHOp N.T.S. srt�, FDH Numb t