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7031G Finance Revenue Code E-1 c&4i 4 aCP QU &*& ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIOP Subdivision Improvement Permit - Class III Minor Improvement Permit Class IV DATE:February 9, 2007 LOCATION OF CONSTRUCTION (Street address or Description): Chillon Villa and other Cove locats � PURPOSE OF CONSTRUCTION: Install PVC and various sized hand holes for fiber optics itin, �82® DESCRIPTION OF CONSTRUCTION: See attached maps and plans DIMENSION OFINSTALLATION OR REMOVAL: See attached maps and plans APPROXIMATE TIME WHEN WORK WILL BEGIN:Will call TIME OF COMPLETION:2 months from start public ESTIMATED CONSTRUCTION COST: $97,318.00 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS: IV EEG P2E CoAl M %Lj . 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- 707 5. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rule 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 r Agent Verizon - Darwyl Bowdwen 870 Mountain Ave. Upland, CA 91786 (909) 608-1358 Name of Applicant (please print) Business Address Telephone No. TBD Name of Contractor and Job Foreman Business Address Telephone No. Contractor's License No. TBD City Business License No. TBD TBD Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit - Class III Minor Improvement Permit - Class IV Inspection Fee Permit Fee As -Built Deposit Cash Deposit -Surety Bond, if required TOTAL $ 2,920.00 $100.00 $ $ $ 3,020.00 Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs See attached schedule PERMIT NO.703 DATE APPROVED: PFB. /r 2O0-7 EXPIION DATE:F)54. /S4 Zwe BY: / J �/I— Administrative Authority a CONTACT LIST CUSTOMER COMPLAINT LINE 760-342-0551 (local, leave message) 1-888-828-2015 (8:am.- 10:'pm EST) INSPECTORS: Ken Clark office 760-347-5634. ce11951-723-0810 Dave Guerrero office 760-347-8152 cell 760-219-0408 John Durbin office 760-347-2874 cell 760-218-0691 COORDINATOR: J. Mike Hickey office 760-347 8202 cell 760-567-4162 PLACING Local Manager Bill Schrader office 760-347-8019 cell 760-218-1566 SPLICING Local Manager: Bill Schrader office 760-347-9019 cell 760-218-1566 CONSTRUCTION MANAGER: John Viereck office 951-672-4279 cell 951-295-2520 PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT 'Date: Tract No:See attached parcel mapsPrdjectName: 0543 - 7PFA0 H �O Vicinity: WD eq//,e. (-k1'110k7 /;z dl- Aves,7,�t,, C-Omd5 w1r;111V 44 &wni4 40 k,16' `Purpose of Construction (Ex: Rough Grading, -Off§ite Street, etc:) To install PVC piping and various sized hand holes for fiber optics. Description OfConstruction (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:. ApproximateewConstructilon Completion Date: 3 Estimated Construction Cost: Estirnated Construction Cost shall include the removal of All o structions, materials, and debris, back -filling, compaction and -placing pennanent. resurfacing and or -replacing improvements ContactName: Darywl Bowden Phone Number: 909-608-1358 Name of Applicant/Owner: Verizon Applicant Address:: 870 Mountain Ave, Upland, CA 91786 Applicant Telephone. Number: 909-608-13 58 Name of Contractor:: Contractor Address: eContractor Telephone 'Number: Contractor State Lice'nseNumber: :Contractor City:Business:License Number: 0-- A -COPY Or, THE CURRENT INSURANCE'CERTIFICATE RTIFICATE MUST I L, -PROvrDEY) -4 - Applicant t or Contractor General1iAbility'Insurance: Company: -AP .Plicant. or .Contractor General Liability Insurance Policy Number: Officeuse only. InspectionT=4 2 f9 zo - ... ....... ....... Office Uvc Only: Assigned Pern-titNumber: TcM_ t �Tee: too...— Approval Date: As -Built Deposit: Dust Control Deposit: Credit TOTAL FEE DU is 31 A ZO o Expiration Date: Issue Date: -Adiiiiiiisti-ative-Autliority:----- 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 C,I:N IRA IeChin0togle:s August.3, .2006 Timothy R. 7onasson, 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 #0543-7PFAOBJ-H4009 Location: La Quinta, CA 92253 — *Calle Chillon *Lane Closures *Avenida Bermudas *Avenida Villa Materials: Conduit-- 4" PVC `� ft 1.25" PVC —SKI ft . 1:5" PVC — ft 2" PVC — ft 1.25" Shadow Conduit ft Boxes-- '17" x 30" Hand Holes 2�0' 24" x 36" Hand Holes_ 36" x 60" Pull Box 15" x 20" Hand Holes—.6Z Construction - / Bore Footage 770 Trench Footage Page 1 of 2 ��\fx» � \�� /�� /�;� ~' � \\./�}�� :� /� 2 \� <� � x, 774-22 T R. A. 020 - 015 020=R. N.089 PO112 SEC. /3 T. 6S• R. 6E. 020-046 020-096 O 25- 6/ 020 - 050 020-102 �T 020-062 020-116 020-069 020-121 CALLS zc 8Z 47- , 2fe S-Z7 ° e SEC— Lam^[I' 24®l3/ �22O4 / p 3e 30 3 ' 30e lee A 5. 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O zo -'0/5 POR. N. //2 SEC. /3 r6 S. R. 6E. 020-050 020-069 020-062' 020- 076 020-089 020- 096 �5 - CALLED •sr. ¢ zaA S£G LINNET 'zoo CH/LLON 1 020 052 TRA g020•GK9 '� 24(D, /3 / 50 3.. ;. 24O.0n ®/ ° 34 30 0 24 /O °; 2 I 0 3° 3° 23 2O /4'2 23,Oy O2 23 o.2s 2� 8 220 ©3 r'- 020.016 22 O /3 3 220 rRA 0ZO-Der /© 3 2/ 94 O O 2/ l4 4 Q 2/ ® O 4 p 2 rRA ¢o - 062 20 © 11 5 •, lq20 ®© 5. Q o 20 O 0 5 m IS 6 h ��/9 @ /(P 6 0/9 0 /8 6 M 202 N .3 /9 v 0 /a !q T /Q © i% /8 8 h /7 ® ®8 n /7 O ®8 /T ® TRA OZO-C69 8 TRA 020.062 Q h /6 O Z! 9 O N 16 ® O 9 Q Q /6 Q 9 Q /5 /0 O /0 2 j020-096 Q Q 15® ® lO Q /5 Op /0 2 Q Q _ _ rRA 020.062 0 /4 13 /l // /q /4 �/ 0'"A= ®// 30 30 7° 6° R�70. 05 CALLEzc4 zGo NB9^$9W� MADR/D I I SANTA CARMEL/TA AT VALE LA 23 QU/NTA UNIT NO.24 MB /9144- 45 2g 1// // :r _ // UNIT NO. 26M820150 ✓ULY 1967 THIS MAP /S FOR ASSESSMENT PURPOSES ONLY '29 s-24 n O/ h rRA az0/ - 089 / !2 2 O2 0 3 ® 3 0. 46A0 4• :N-4 _ O4 N 5 95 6 0l©6 7 © 1 © 7 h O.23AG 8 ® 8 n - - 0.22sa m 9 ©9 " MA 020-069' /0 O /O MA 020 • C62 i ti "o©/2 TRA 020- 062 u1 ' c aorl N o oArA PM 8.9 34 P.v e9-/e- PN 69. 205 H 2 x to h O Q ASSESSOR'S MAP SK..774 P5.20 RIVERS/DE 'COUNTY, CALIF. sx SEP 0 51996 Ff q OO9 rk PERMIT NO.7031 Verizon Upgrade #14/Install PVC piping &.various sized hand holes for fiber optics/W.O. 0543 — 7PFA01BJ - H4009 — Various cove locations including Calle Chillon and Avenida Villa . In addition to the standard permit conditions, the following shall apply: Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. Prior to commencing the excavation of a trench 5 feet in depth or greater and into which a person will be required to descend, the Contractor shall first obtain a permit to do so from the Division of Industrial Safety pursuant to 7-10.4.1. 3. "The permittee shall not construct an improvement that reduces vehicular sight distances. If such improvement is found to .reduce the vehicular sight distance, then the permittee shall relocate the improvement prior to sign off of their encroachment permit." 4. The permittee shal l not install improvements with the intention of providing video transmission services unless the permittee obtains a valid Franchise Agreement. The pennittee shall remove any underground uti..lity.m.ark.ings 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 repai.rs 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 permittee shall maintain the existing pedestrian path of travel and must maintain ADA complaint pathways leading to areas for use of public transportation systems. No stockpiling of any materials will be allowed within the City R/W without an approved permit explicitly stating the use for stockpiling and/or storage. 9. The following city streets have or will obtain a newly placed slurry seal and cutting through these streets will not be allowed without the approval of the City :Engineer. (Please see attached street list) 10. The pennittee 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 pennit. This list of individuals with phone numbers shall be identified on the proposed door hangers which the permittee shall provide 48hrs prior to start of any work, which includes marking of the underground utilities. Special Conditions Page 1 of 8 It PERMIT NO.7031 Verizon Upgrade #14/Install PVC piping & various sized hand holes for fiber optics/W.O. 0543 — 7PFA01BJ - H4009 —Various cove locations including Calle Chillon and Avenida Villa The individuals identified on this list shall be capable of responding on any work day and within I hour of any work day. 11. Door hangers shall be provided to all residents affected by the project. At a minimum, the door hanger shall provide the following information: a. Short description of the improvements. (Include Verizon as the applicant and permit nulnber.) b. Schedule of the improvements C. Suggested alternate. routes of travel d. Phone numbers and individuals for questions and answers with the city being the last phone number, (760)-777-7075. 12. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 13. Verizon and TBD Contractor, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 14. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 15. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1,1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May l st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8;00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (i.e. any 4 lane street) before 8:00 a.m. 16. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the Riverside Country Traffic Signal Maintenance Department at (951) 955-6894 if signal operation at the intersection is to be altered in. any way. Special Conditions Page 2 of 8 PERMIT NO.7031 Verizon Upgrade #14/Install PVC piping & various sized hand holes for fiber optics/W.O. 0543 — 7PFA01BJ - H4009 — Various cove locations including Calle Chillon and Avenida Villa 17. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), Permittee shall assume responsibility for repair of any pavement damage to any public or private street and for any damage to other City streets or facilities as a result of work performed under this permit.. 18. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, a letter from any owners of the driveways/access ways that mill be closed down due to the construction. The letter must be approved by the city and at minimum state from the owner the following: A. Approval of the construction B. Plan identification C. Time Frame of Closure D. Alternative Routes 19. The permittee shall place temporary no parking signs along the parking area affected by the construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and removed immediately. after the. construction completion date. 20. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), at residential streets, advance warning signs and traffic control shall be installed and maintained in accordance with Cal Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control plan shall be prepared in accordance with the WATCH Manual. On Collector to Major Arterial Streets, the permittee must submit a traffic control plan which shall be prepared under the guidance of the Manual of Uniform Traffic Control Devices (MUTCD) 2003 Edition with Revision No. 1 Incorporated, dated November 2004 (HTML) and the California Supplement. As of October of 2006, these documents can be observed at http://mutcd.fbwa.dot.gov/HTM/2003rI/part6/part6-toc.htm and http://www.dot.ca. og u/hq/traffops/simitech/mutcdsupp/pdf/CA-Chap6A-Chap6F.pdf, respectively. It shall be the Pen-nittee's responsibility to appropriately detour and barricade all construction sites. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall.not be permitted. A minimum of two (2) travel lanes of paved surface shall be maintained at all times. 21. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422- 4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. 22. Should additional work; materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be Special Conditions Page 3 of 8' PERMIT NO.7031 Verizon Upgrade #14/Install PVC piping & various sized hand holes for fiber optics/W.O. 0543 — 7PFA01BJ - H4009 —.Various cove locations including Calle Chillon and Avenida Villa performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. 23. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing performed. by a city approved material testing firm. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Engineer I at 777-7047 to determine the city inspector's phone number. The inspector shall determine the number and location of the test location/s. The above testing does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Materials testing must be performed under direct supervision of a California Registered Civil Engineer. 24. The issuance of this permit and the City approval of the related construction improvement plans do not provide a vested entitlement for all design parameters that may have been utilized for the plans. As such, plans approved for this permit may be. "at risk" for further modifications as it relates to any follow up improvement plan requirements as required by the city or existing errors & omissions by the architect or engineer of record. 25. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, the name of the City approved contractor, who shall submit to the City the following items: a. General Liability Insurance Company and Policy Number b. City Business License Contractors State License Number 26. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Engineer I) of the private land owner whom is being encroached upon. 27. Prior to performing construction work and closing any lanes in the Public Right of Way, the permittee shall call the City at (760) 777-7097 at least 48hrs prior to work and request an appointment for a preconstruction meeting with the City Inspection staff. 28. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall inform the City (Inspection staff or 777-7047) of the name and location of the certified dump site. 29. Prior.fo excavating in native Soils, the owner of the project shall have employed by proposal contract an archaeological observer for the site excavations within native undisturbed soils. A copy of the contract must be submitted to the Public Works Department and attention this to the Assistant Engineer I. If the archaeologist determines the site note to be required to be observed, please submit a letter signed by the archaeologist stating their determination. Special Conditions Page 4 of 8 PERMIT NO.7031 Verizon Upgrade #14/Install PVC piping & various sized hand holes for fiber optics/W.O. 0543 — 7PFA01BJ - H4009 — Various cove locations including Calle° Chillon and Avenida Villa 30. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, an approved traffic control plan at least 2 weeks prior to start of construction or parking on the paved R/W. 31. The permittee is required to provide an informative message board (approved by the City Engineer) informing the commuters using the affected public Primary Arterial roads or heavier traffic of possible traffic delays, time of construction, and if possible alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays. 32. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights -of -way shall conform to Section 306-1.3 of the latest edition of the Standard Specifications for Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting 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 completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. Special Conditions Page 5 of 8 PERMIT NO.7031 Verizon Upgrade #14/lnstall PVC piping & various sized hand holes for fiber optics/W.O.0543 — 7PFA01]BJ - H4009 — Various cove locations including Calle Chillon and Avenida Villa E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. F. The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. G. If any compaction test fails, previously placed backfill (in the same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test. results shall be furnished to the City Inspector. 33. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if within the existing travel way, at the end of every workday as directed by and to the satisfaction of the City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight; however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length, open overnight at a point where construction will begin the next day, provided that this length of trench is completely covered by steel plating. 34. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 35. 'Access and egress to all local properties shall be maintained at all times. 36. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. Special Conditions Page 6 of 8 PERMIT NO.7031 Verizon Upgrade #14/Install PVC piping & various sized hand holes for fiber optics/W.O. 0543 - 7PFA01]BJ - H4009 — Various cove locations including Calle Chillon and Avenida Villa C. Permanent pavement replacement shall be installed using a City approved 3/" max medium asphalt concrete as the base course lift and a City approved'/z" 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. 37. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed under this permit with an approved dust control treatment. Soil stabilization shall be done immediately after completing the operation. 38. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants .permission to use the street to deliver street construction materials and/or equipment. 39. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 40. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages, delay costs, costs or expenses in law or equity that may arise out of work under this permit. Special Conditions Page 7 of 8 s PERMIT NO.7031 Verizon Upgrade #14/Install PVC piping & various sized hand holes for fiber optics/W.O. 0543 — 7PFAO1BJ - 114009 Various cove locations including Calle Chillon and Avenida Villa 41. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the permittee shall postpone cutting the pavement until the intended third party has acquired a permit from the City to perform the required restoration work. Special Conditions Page 8 of 8 �v City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 7031 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. ❑ IRS 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. N 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 (T) 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. Type, � S� v � { � Sea-\ i... oLCAi'l 5 sG�le i c PROJECT LOCATIONS AND LIMITS STRE. ET NAME LANES . FROM. TO Adams;Street 111 Ns WestwaYd Ho.Orive SQUARE FEET i4dams Street NB/SB Miles Ave ii La Palma.Drive /s' 102'60Q: m Adas Sliest AldenCircle NB/SB La Falma.Diive s/s Fred ring. Drive s/s, 98;475' 48,300; Arbola: Circle EB/WB Seel e Drive EB/WB Frontterra Drive End CDS 2.0,00. Arose Wa Arose NVa Villeta Drives/s ., La:Ralma:;Drive:Ns 3.7 1 ,.;19- 10;080.: ... As I Place. La Paima Orive..s/s EB/WB Carrie: Lane Sanita Drive Ns. 10 440' Ashle 'Olfa NB/SB e/s Asn1e. Place. n/s . Ast>le :1N.. e/s Desert Stream Drive sJs 28 800. AsFiwoodCourt NB/SB. Ba a Avenues/s CDS 7 7.40: venida Alvarado. NB/SB : Calie.Dura ri/s .. Celle Suiatoa sls. 8;559 Avenida Alvarado Ajierrtida Alvaradg_ NB/SB ; GelleSinaloa Ns Avenrda:;Montezurria s7s 19;840 20$00 Ave;WWd Carranza NB/SB NB/S8. Avenida, Montezuma Ms :' CaIle.Y.ucatan s/s. Celle Dura 12 800:: AveMda Carranza NB/SB: nI$ : Cagle Stna(oa nls... Celts Sinaloa.sls. Aventda:Montezuma s/s 19 6$Q: . Avenida Carranza:.. Nall Avenida. Montezuma 38 400;' . Avenida Goiter Avenida Dial NWl : Cagle Dora Ns CaUe.Sinaloa`s/s 20 960;'. 20 �' AvenicTa Dian NB/SB NB/SB CaUe. Durango:rUs Cagle $164;a hls Celle Sinaloa t!s 19 840; Avenida Diaz NB/SB Avernda Montezuma s/s Avenida Montezuma Ns.' Celle Y,ucatans/s 14 400:: Avenida Juarez Avenida Juarei. NWSB: Cagle Duran o.Ns Calie;Sinaloa,s/s.. 22 l 19 840: Avenida Juarez_ NBl$B> NB/SB Cape Sinaloa rNs Avenida;Monteiuma s/s Avenida Montezuma Ns: Celle Yucatan s/s:. Averifda La Fonda: Avenida tVlaitero EB/ B. Desert Gub Drive. a/s: Wasni on tw/s 23 680.; 63 680.: Avenida Madero NB/SB. NBlS6 , CaOe.Duran o.Ns Cane:Sinaloa n!s CaUe:Sina►oa s1s . Ayenkia.Monteiurna s/s 4. - Avenida Montezuma.. _ NB/SB. . CaUe.Eilsenadas7s.. . Celle:.:. 9 90.0.: Avenida Montezuma' Avenida Mortezuma': NB/SB. : CaUe`Durango n/s Avenida Rubio w/s ' .6349 750. 0 Avenida Montezuma:. EBNVB - EBMB :Avenida F2utiio:w/s Avenida Carranza.mrls AvenidaCarranza,:vi/s ._ Eisenhower Dnveiwls 3 7120 Avenda Montezuma.. Avenida Morales. EBANB AVenida:Juarez-wls . AVeruda;Atyarado:w/s 47 30 400 AvenidaOlxe NB/SB. ; Avenida:Montezurra Vs.: Cagle Duran o "/S 19200:: Avenida Ohre' on NBl$B Cane: Durango: Ns, :Celle :Sinaloa Ns Catie:Sinaloa;s/s: Avenida Montezuma 39 840. Aventda O6regoin Avenidai0bre on: NB/Se. Avenida Montezuma N§ s/s: Avenida;Monteiuma ress. 28000 2;88Q: 9 Avenida Ramlre NBJSB: NB/SB . Avenida.Alvarado,w/s C iDe Durango. Ns CUS Cagle Smaliia sIs 18 763; Avenida Rariiirez Avenida Ramirei: NB/SB ` C611 :Sinaloa Ns Avenida:;Montezurrias/s .: 19 520; 41 120,, Avenida Rubio; NB/$B NB/SB Avernda:Montezurria n/s CaUe D. ura n/s GDS:.. Catle Sinaloa s/s 2 2 624., : Avenida Rubio; Avenida Rubio_ NB/SB : CafIe Sinaloa rl/s Avenida Montezu(na's/s. 1.9 680: 17 120: o NB/SB NB/SB.. ; Avenlda:Monteiuma Ns ' Ne:Duran o Ns Celle Yucatana/sValle o: NB/SB : lle Sinaloa n/s Caglealoa3Valle Avenida;Moritezuma Avenida Van NB/SB Avenida Montezuma Ns :CDS ..42;735 24 34l)' Avenida Velasco NB/SB CaUe Sonora s/s Caiie.Oura Ns 18 400;. Avenida Velasco Avenida Velasco NB/SB CaUe Dura o s/s. Cagle Sfnaloa:Ns 19 840 Avenue A7 NB/Ss Avenida Montezuma n/s .CDS . 23;549` Ba Lane EB/WB ` Washington.Street e/s Adams Street .wls. 108;145 Ba L'ane EB/WB Cofdbrook Lane e/s Deerbrook Lane w/s 30;600 EB/WB Deerbrook Lane e/s Sunbrook Lane wls 7,920. ne ircle. EBN118 NBlS6 Sunbrook Lane e/s Ba b Lane Ns dams Street w/s , 4;680: Star Lane oBnde NB/SB . Star Flower TraU n/s a Lane:Ns uttercu Lane: W/s j 44 gpp 38; i'60 Lane le EB/.WB Buttercup Lane w/s . une:Palms:Road e/s 29,520. y NB/SB. SeeleyDrive Desert Stream me End n�a�... A.,--.._ 2.3'040 Page 1 C, d� C r P No. 20ill Butter . lane Butter rrc*:t:. n' Blazing Star Trail Ns z Trail . 14-400 no NBISB Bla!74�ng. SW rblf,sys Kbrigold Lane n/s 13j440 .,a1ioq'.C1tde Cane Ours' NBISB D izin stat H:hlg CDS 19,159 P3 - Cape Guatemala,. . NBISB NB/SB Eisenhower Drive els Avenida Berhiudas Wis- 40,000 Cane Huial o. Avenida'Nn& Avenida Avenida Ti,,_Fondas/s 19,440/. Catle,Fndalrrahza:w ronis Avenida arranzaets. Avenida.ca s ANibbi Ramirez W/S 'flid6l Calfo: CalMidal o. Effl—W13. Avenida ga� e/s rez. Avenida 11 7 Ii040, Ga Avenida valli*), efs Aveni&Heirre W/S cane Hilo► fa -Herrera e/q Avenida vas_cp4js-* Dane Hueneme: EB/W.B Avenida Velasoo e/s Eisenhower7.040 .7,040 Cade nono NBISB NueArb ns. edr %80 TBI§B-- Av_en+idga: NMes Ay6n1� d6.:.La-F- dnd�-d '1§.' 19.8.4.0. .CaneJ6cum n-: NWWbB Avenida tafooda.Vs �esra Avenida Nuestrax1s:QaUkKaUra J9,0W Celle co Id n/6CDS, 22999.Ta Cane Avenida BermidatoA/e: .Yucatan Avenida Alvarado vis : Avenida Camino Azul NB/SB na11 CDS Hi Palms EB/WB- COt"Rosadis: 6Z6 HoDdvewfs.CdrWhoAki1W7 33i230::CWWn6,D49no Camino La;Aesta NB/$B CaiMrui Del Oro nts CDS .21, M 39: Canters 1 DrW.e E BW/MWMB Oc "HoUNdo/s CDS Canters Urive.. W.+0rd ilp D 20.4.80, Carmen :Place. N81SB V ChF WDrive • 19 00.: - Came Lane NB/SB- WW6 Drive s/s AshRk@ces/s;: Ciro OXA, EOMB Debbie DflVb wis + CDSj ..18;900'.. 14 67R:Gddbftk.Lane. NB/SB SOamA/s 5,400 ziunr)"*.Lane sjs R 7.060- Crestview HiOlarid P. s/s c Palms OV Cristo! Dales Ctrge NMB. V-iReta::Drive CDS".. N 13 31ailfig StarT.rail Debbie DtiVe: NB/SB. Victoria Dnyem/s IIa. nfS.., . . 4 ; 32000std:Alf D&O rrm CDS 41279 Desert CcestDn4e. 1EB/WB 'MB Pesort.Air s 5une Palrns;Road 0604�'EaWe:. Court. N P4e_Fst_ream C-DS;- Oes6rtFc NBISR_ . 5� �S(iearn �Ws� .21008,0... Desert Fox:Drive NBISB 7 N+skit, Crot rus CDs. CDS' 16.64A. Desert Rode-toof. E13/WB: SOOT&*M . CDS.* 18,679 Desert Sand Court: N.W.SB. -rds CDS Desert Stream Drive. EBIWB. Dwii P61 rhs:Road WM PM90-'-W,0Y Wft V.355 .D&6 Desert Stream rBNVB 5ndqdteWa�wls. +i Caheuocw ANi Desert.Vlew:Court:.RMR Desert-CrWrits CDS Desert Wind Court EBNVB' ' Air eh. CDS 19059 ERIWB. :.: Bddqefte*Way.w/s _667bblb-briv i .... . . + Diane Drnie7 ..W/s M/W13 Debbie Drive' .22,7.6�5. E00MOW. ve CaRe'Madrd s1s Av6filda:0eft,u )n/s .Dt- Ei$eift.:DdVQ NBISB n1da:Montezutta e/s+:Caft'51nalo4 . s/s. . 83.040 ErsenhEisenhower owerDrve CafleZinaloa-sls Call0'Nogles ss , C61e N; "ales sJs CalleColima.:rds Eisenhower Drive CaMe.C611ma rVs CalleMadH&S/s' Forbes .. Seeley Driveejs a -els - kso Foiitail Circle -Drive NBISB ButtercuiY.1anews CDS' M-29.880 17-,8�7.9 lFri3d.Wating JEB Jefferson Street I W/S' 18 185:500+ Erect Wart Drive palm Royal. on treet e/s 14;375 Page 2 Fro' tterra:Dripe NWSB Ocotillo Drivews Laderra`Drive n/s 18;240' Goldenrod_Cude _ NBlSB Buttercup Lane nJs GDS. 20;7$9 H h(and:Palms EB/WB Wash( on SVeet w/s End 38,720 Iris Colrft :' EBNVB Blau" Star Trait w/s CD.S 14,679 Irwin Grde EBAMB. Nortii;Flarland Drive CDS 23565 okra: Kara Court : EB../WB� Bnd tte Wa w/s CDS t2 800:. Court EBIWB . DeblA Dnge'w/s CDs, 14;679:. Kristen Court .. EB/WB DebEie Drive: wfs CDs- - 1.4;679 Dhve EBIWB Adams Street w/s Las Vistas e/s 57,600. La`Palma:Drive. EB/IA(6: Canyno . o AdamsS.treet els;.. 6;440. Lades Drive. EB/VilB:. Los;Manos Drive wls . Frohlerra Drive n/s IZ,600 Lades Dr(Ge.` EBI.WB Fronterra Drive. • End . .: Lake La Quinta EBMB; Wasl ton Street Caleo:Ba 9,5ti0' Las Vistas Dnve NB/SB Fred Wan DMe s/s Villeta:Drive nls... 28;690 LasWW.Drive NBI$B, VilletaDrive.s/s. Sanita.Dme:n/s _ _ 22 140:. Lati Cude;: : EWWB.. Los Manos Drive:els CDs. 12 439; Laurre Count. : EBANB"::. Bd' . tte Wa :.w/s . CDS. 16119; Los Manor Dfire: NB/SB: Mdes Avenue,n/s : QcoAllo Drn!e:els: 33,600 . Lotive Drive EB/YVB ..: See(e 'Dnve w/s North:HarlandOrive w/s: : 30.240. Malia Circle NB/SB :. Lades a CDS .. . 19: Ma rite .Court NBlS6: Star Fiovier Tray Ns GDS :: 16 279:. Mangoldtane . ; NBlSB:'.: Blau St*.TrW.sIs Buttercu 't ane 'sIs • 31:,200 i M.: Court NB/SB: Blaztn `:Star Trail Ns CDS 17,239: it o Dnve NB/SB. Canters Dmres/s' Ocotillo Dme Ns 11.200:: Notate GrGe: EBNKB Northaartand Drive CDS 22 694. North Harland Drive ` NBLSB :Miles Avenue nl West HariaW Drive s[s . 3,6,000: Pala Crrde ' NWsB .Canters Dnvesls. C08 7 639' Palk Avenue :. .. : NB/SB. ' Calle Tam ico n/s. pig,Trai s . Paiicbrook:Courti EBWB ?; eirohcxest Grcle w/s CDS 405. Remblewaix9 CourtSunbrook:Larie End. .11. 13 719 Saffron Court NB/SB :; Star Flodver Trail Ns. CDS Sancta DrtYe::.. .. NB/SB: : Arosa:NVa sls. COS: 65 039: Sonesta Wa NB/S8 V0lleta:Drtve Ns Vipeta:Ddve rds 40 320: S .'n rook;Court. NB/$B Sunbrook Lane;rUs CDS Staff Flower:TraA : EBM/B Duhe :Palms ad Roe/s CDS 46 679 . ur i Smerbiook Court:. EB/WB Coldbrriok Lane:w/s.. CDS " .. Su Court .: NB/SB.. Birchorest Circle Ns CDS 5 37 Stinbrook Carte NB/SB. ' ea ny Lane s/s Ramblewood'CouA 54 00: Sunbrook Lane NB/SB : Ramblewood Court CDS' 41819' $tileetbush:Lane:.. NB/SB rgu' Buttelane n%s CDS 20,919., Tiara Place N. B/SB Viill. .prroe Ms CDs._.:.11799: Tortola Circle. .. NWSB:.. Ladera'Dnve' ._ . ;GDS°: t3 759' Verbefifa Dave' NBISB Star lower T-rall.'nls CDs . ; . 16 279` V�a:CaAente E8/1N6..: V a DO:Monte els. _ _ . End 12;580 Vla;Coronado; NB/SB' ; Forbes>Cucle-s/s: CDS 30.118. Via Dell .Wf te; NB/SB Via Sevilla s/s; Via :Calientes/s 1;1,655 Vla:Del Sol: NBISB. M6Sevilla ri/s COS . 9 584 Via .Sevilla :. EBMr6, : Via Coronado,*/s. VVashin ton Street e/s . 80895 Victoria Dnve _... _ EBMIB . Brid ette:Wa .w/s Adams:Street.bIs 42,1.80. Vtlleta Drive: NB/SB . Sanita.Dtive;n/s. Sonesta'Drnie'S s 129,600' . Vlolet Court . . EBA-VB.. B . ette. Wa w/s CDS. Washi on Street NB/SB Calle Tampico iV . Avenue 50 :rVs 20.5,540 Washy on:Street:Frontas 2nd:Drive NB/ SB Sin ' Palms n/s HI hlarid Palms n/s : 54000 West I-W North,Harland Drive a/s' Las.Vistas:e/s '30;060 Willow Cgirh NBISB Blazi :Star Trait s/s CDS 1387,9:: . Serrior.Center/L(bra_ Parkin ,Lot 67,550: Crt 'Ha0 North Parki' ;Lot 20r250. 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SUBDUCT CALLOUT REFERENCE NOT. amEEr SUSSUAPACe VAR® � TERMINAL CALLOUT REFERENCE ALL WORN SMALL CONFORM TO TIBLATES►EDITTON OF TMESrAMDA/ID aPECDICATIDIIa FOR PUBLIC WORKS WARNING TAPE 12' BELOW SlA6ACE AND 6YDM.lmlm n®BID (APWA%GC, ORFENVOM AND TO rMa STAxamis, PLAMSAND SPECIPJCA7fOMS OF FILE WFYN THE DIRECTOR OF PUBLIC NO/B� a-drrBDLKT FIBER DISTRIBUTION HUB (FDH) a� AML%VER - ' RELDRFVWWMTOTHECTTV ORCOU017YREVIEWED C AT7RUCTIOMORAWING SMALL aEMADEAT7MawdCRET7oMOP S•TO IS BAND BASE FOR nm CITY OR COUNTY Comsmam" BmPEL7 a PROTEC7lDMaFSUBDUCI - ❑ NEW NANDHOLE ALL MEW COMTRUINANCE LB ABOYH OROlam ADPVdmMAMCESI dM/LLL COMPoRY70 CITIAMO COUMIZOMMO AMD ® NEW MANHOLE auedvraIDNOROTMAMxea CONSTRUC laN WORK wARMIZAL M1WMAm B SUBJECT TVA MAIQMUM OFLOOPOOr OPEN TRENCHArA 71MEAAm NOR HOLu BEnrm/eoSAMAM PACUMLE ALL/MABIOALFAr MARMSMADSONCITY CONTRACTOR TO TRENCH SLACK/STORAGE LOOP STREETS, CURB, OunER, AND SIDEWALL AND BAGLPRL� AIDAIM �II GROUND ROD FOLLOIHNO SBMT NTFICACOMPLMOW OF FIELD CONSIRT/CTION TTR•COMTRACTUR MUST RENOVEAu USA MO TE - 2Sohm Wm OwLrrwaxM MwDe oN clrramEETa cuRea� GUnERdAND mo. 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CURBS, aUT7FRH AMD R.eL+.n - - OM1ALENOaIGISFICANTCOMMBTWROF CUR S,O � Z$ObJO TOFACSnAMACCESS 70INTENDED LOCATIONS OF WONL 7HECON7RAC7DRMUsrAPPLYFMA O CABLE IN CONDOR 7EAwORARYNO PARKING PERWr FROM THE CT1COUN►r8 PUBLIC WORMS DEPAR7XWNr. • . 7RAFRC CONTROL PLANS SMALL BE PREPARED AND SUBMITTED FOR RCY/EIFAND APPROVED BY THE CIf rXOUNT7 ` AERIAL COMISMUCTION TRAMCE CONTROL PUN PREPARATTON OU/DOINES NO TWO CONSECUTIVE INTERSECTIONS SMALL AS CLOSED- - 2 CONTACT TELEPHONE COMPANY INSPECTOR 46 HOURS IN ADVANCE OF CONDIRUCTIVIL —Q POLE ANCHOR S. NOTIFY ALL UTILITIES, OTHER SUBSTRUCTURE USER4 AND UNDERGROUND SERVICE ALERT(1da}Aib4f3TJ - - . ® POLE TMOMORK/NGMrs PRIM TocawmUCTTom A. NOTIFY LOCAL F/RBAND POLICE DBRUFFREFIS48HOURS /NAOVANCSTVCOMDIRUCITOK 20"DEPTH -- DOWN GUY .a NOISY or Ar c - _MOUES IN ADVANCE OF C?XS=UCTOfL 75 LBS, RISER DETAIL S CONTRACTOR 70 OBTAIN A STATE DIVISION OFINDUSTRIA4 SAFETY AN" VA710M PERMIT, (SEC SATO OF ME ' CALIFORNIA LABOR CODEMATm867A LOCAL CONSTRUCITORD PERMITS DO NOTAIEEr THIS REGU/RMIMff GENERAL T. coNTRAGroAavmLvs TD ee oNTTroJoe slTeara•, Totca PEDESTAL MOUNT ® PROPERTY ADDRESS . S COM7R017O Be YAINTA/NID erdIRlPTMG, BARAIGD$PLA17111G.E7C.baPECENED ON 1HE .. .----.. .— -- _.._ —.—,- _. _ _ _ SPLICE a colramurnDlvaxD raTrxut uamromeoxraar FrlrH YmQON rO®NUNS COLIPANraPEL'1FluTIOMB 1144/216 *FDH PROPOSED RUNNING LINE 1S CONTRACTOR 7O LATO/r MANHOLES PRIOR TOANr EXCAVAT=L IPSURFACEMEASUREACENIV VII18WVH FDN BOUNDARY PEST OR MORE FROM SECAON LEMONS SMQTF NOTIFY TELEPHONE INSPECTOR ENGINEERING SMALL BE - —CF— CURB FACE CONSH/1I= TO DETERMINE IF THE DEVIATION MLL COMFLICr WTTN CABLE ORDERER ' 87X 12"OPENING —EOP— EDGE OF PAVEMENT 11. MANfOLEAMDAR PULLBMZ3 TO BE PLACED BEFORE CONDUIT PLACE T. GSPSibd22-= 301. 24.5" WIDTH IN PAD - 12. PRECASTM,AOIOLESANDORPWJ. BOXES 7O BB SET ON MINIMUM OFau(0) INCHES OF COARSE MOCK OR —FIL— FENCE LINE earn 9AaL: ESP suaaaTe4 wND GaFafmGefou. y —__ RIGHT OF WAY 13 MANNOLESAND PULL BOXES 7O BE RACMm TV VERMON 5PECIMCA714IN UNLESS OTNERWISESMOWM ON - DETAILS aePezTBaLm•Dw AND oaPwf.zaaefoeA. GUARDRAIL - —COM— COMMUNICATIONS LINE 14. CMD•LETPD WHFCI ALL TONESS AND MANHOLE NECK LENGTHS (CRAVE 7O CEILING) 70 BE MVIO. - - —DRN— STORM DRAIN LINE ' 1S PULmma IN IRONS TO BE PLACED ofAwn r BELOw Funme DUCT EMMANcim AND OR OPFOsrru MALL - FRONFM711MOUCr ENTRANCE. —GAS— GAS LINE 1S SALME BOXES WNCM ARB.NrNm TO OTME, BOXES, POLE, OR MANHOLES WTTM CONCUTT SHALL Be • - —PWR— POWER LINE PAUIP►® WITH NLL IN fROJNS - - n. ALLCl/rTrx AllmOR euXIm CAeLa7D MAvew nNllllHl oFaTCOYPABELO1NGl/1•RBl ORADAIIS Faow . � —SRN— SANITARY SEWER LINE ' uNeWrEaa ePEcrFrcm o7xmWrae 142^ , fS NAYARFAWrroRe PROPOSED aDaKGAa BASH MAa NOT BEELIPLLCEO.wMAODIIICYNAI 42'F HEIGHT - MROAO - —WTR— WATERLINE i-�—�+ RAILROAD TRACKS ERRnEON(fa7/NcmaemfMa nMtMwleoYEltBnow n/a PROPvam Guf7eR GRADE OIt FiDwLOD: - _ --- CENTERLINE - fa axowaoxaunAAlnoR euwm ueu ueae aRouNo covEir LJAAL/ACEMT TO MXMCLS% area INTFNVALSALONG TRESCR AIIS ArAN►oH®tFOIM MRIRE COVE vmrzRswEvIAN77ALLrFWOx : ' eneoH.M Taus i AVOMOL - m IG//DAO ALL OUC7a FOR OYALIT1caff" HANOROTDaaf; •mRTOVCT a�•mRs;•OUCIS wNO e.mm AXIMATNT am. oo..®.m >a•FOR4•DYCT: .. ' TaAF npmrXF • me WC IlmMetllm r. vmanNo rwewrouerARearaTIISem DURIMa fT/a COINa7RUrnoU FTNKESa, 7TISTLICroiQC - . MvmM tRM Lm�A I�NM�A TrmR b fdo•v�• ND L�F FFD6 IIAESROtm. - - b1®Aa M�IIA N®IvoW b (TdIINO CONWT nLL REOU/RP RlARRAMOMdT /RA/aL: LOWED, OR NUn 7D POOOrPROPER . D�Da� AWIIN . ^•-De mar amm auaamurn/RFa oa PROPERE1rfRANCB/MD ALANr^•e. 60" . - 11 AIONINUAICLlARANCaoPDM(a)arCNSSMALL.ASr ADG9AeomsELvI%'m earneAESziamma 20" DEPTH eCros7RI/cn/Re.lmraoN aecolHVurreXCLVTEaI -' 75 LBSN - - - - u ALL RAa LL2D fTIANaG•TO Be^'^'•�'^WmlTJwaemooNCRere POIOSPwLCRCaamisami, Sai - AS CONTRACTOR M VERIFY WALL m WALL AMNON WALL M END of DUCT a7RucTGRe • - - AVAauRetrtarra To eeaecoam To tMe NEAI1ESTfaOT. SHED Avaew/xDr mMlaree USED _ - RE�mN�NWALI,btiM..�AM,RemTIaINaECTIaNAD,A�NT,b/xT�seT PEDESTAL MOUNT PAD FOR.FDH 144, 216, 288 8 432 CAB/NETS n. Fuee;•POarrROFTtaxafuu anraINDuernm/uTm - - � XB ramNLTI�L.n/,m�ESaa,a„�uMNaWT.LBBJ 2161288 FDH . C.DI,aGo-r�7sBGG S aAIIS OR eLLOWYrO [u LOWN OA /URGES ENO fJdlN6 WNpI aAIro ISIISOS PROY/DEAT/WEB DYCN - autAr eatM ENDS MC.,anfG, TRENCHING 31" WIDTH ' m 7TRGaLLINa ISPEALITrED UAmm cuRe.Am oDnXIs ere N. BORBmROFEHr BURIEDCABLG pm ai MAT BBRmNR8LOCA770NSTDBE DBfENBNL+O or vexaOM/MaPEDTDRCONTRIe'IOa 7D eAeNnu awes PITS AFTER aFLIewaIS - wrmwRv nAcTa cotvtelm. - - Xs CABLE W_FAOL_OAUGGow_:ANaLaSfE)?FOOT 48"HEIGHT . x vemrlm ueaeavucmaoPENTRENCN,EYED eAwaL MILL aeRmulRm AnNrw orreEtaw ' Am lrweave TTIS CAM.^TRENCHBACWLL7O BB TTfe foOBfoo (APWN - ' x rEaaoN/MarEGTOR7o paplmlMATe LrAaLemFvmrAFm vucEmr. (%XIITACr � . m NOURa FNDOR M arARTINO COMdTRUCTIINt TOlI'I/oAIP N my R, - ' 7.,. aforua Rf AMD LAMDSCAPIXa WILL Be REFLAC" m THESATrafACRaFI of PROPENT►OWNER OR UeAN Drtn OOVLIOfONNTAIAOfINC► 20" DEPTH vrmoN AREA mArn AL XEFAVIMO/a TO CONFORM TO aPECIFIuTION OF 77IS CIA OF LA OWNTA. CALIFORNIA aT. CONTRACTOR WILL RESTORE.U1►LUMAcm OR OFTOIOV1aE08LIIERATED STRIPING, PAVOUNTALUOOM4 OR - DIvuNXI THOYAa coma• Pg.ii:879 Gr11Rif9 RA/dm FAVFrE1ITYARI®tD,FA/xT RISRACZ4fEMf SHALL BP DOXP.fO 111E eATlDfACTIOM Of fIB 115 LBS. cmIrRDL Na ' NL ITIRLL�eaBBTHB DONTRACIOA•aRFlMInwLT'TofROYB1P7RAFf/C CONTROL ARNoweoam oMAu AIAAORARfERlES MOON wNT O7NIIIPLBYC RlaMT4NVIAIAa IS/mcTm BrTIIS aTA77; COUNTi, OR - - LA QUINTA - LOCAL AYIMOR/7T. TMB LOST ISTO BB RYCWDm /N LINE BBI M!!r8 ATTHETGro TIro PEDESTAL MOUNT�1O XG coNTIuc7DR aHAu roaxr HOUSING NOUNNO7o AS ROWDEa Br YERaoN. L 0543 CaFmWraNa 9AaHARSPUCEo. 432 FDH •. EDNIA. FBLLDIm BT IS ALLFISERoro7RraunoNHYBSARE700SORWNDEDW/mA;-XaaRoutmRODAfmRNGRoaNDALAS an JIM BISHOP 7PFAOBJ ATAx Fe oxtro. - - _ —07 1 6 DXDXIIme en 7FFAOAF - en JIM BISHOP SCALE D.er 0713,108 N.T.S. FDN Number . .- ' - COUNTr LED RNEMIDE H4009 . .. _ ENCROACHMEWT PEMM . PTTP F1LOT D18T. ROVfE f1mIT 4 OP 4 VERIZON LEGEND T ablo OCJ(CA). Topor Length CIlla,lo to( Tom potaryTinIlia Control Ion as Speed S Ikmlhl W.t men lapar Lan0111" lo, Wmlh or 011.13.6 m IW) M.10lcg L Iml S1,1111n0 U2 (in) Shoulder U3 Iml Connicr- U3 Im) 30 21 10 7 an 40 37 10 12 30 50 60 20 10 30 60 04 42 20 30 70 150 70 53 30 OO 100 go 6' 30 go 203 tot ag 30 100 225 117 75 30 110 240 174 03 30 ' Maximum ehannelizet spacing total[ speeds on ono-lanell�ay lepers is O.lrn (20 4) Maximum ehanneluo, spacing lot all speeds on downsuaam Idpuls is 0.1 m(2011). AO other lepers are as shorn. •• Uso an Intertllediala and shad-larm projects lot lapel and tangent sections what. first. oto no pavement markings or *bete theta is a conflict between existing powment markings and ehonnelixars. On Stole high rays a spacing at 3m(10 0) Is recommended for taper and tangent sections Snows on TA-31 and TA-32. Tobin OF-102 Maximum Spacing of Channollaor Spacing Spend Ikmlh) laaxmlenl Ch.... Ilea, spnanl0 tapir' Iml longing Iml conlltcr' Iml 30 0 12 7 40 It 16 4 50 t0 20 5 gg 12 24 0 70 14 20 7 00 10 32 0 no 10 36 0 100 20 4g P 10 Ito 22 44 11 - Maximum channeoze, spacing le, no Speeds on ca.4andl—way lapel. is O.Im 12011). Maximum cllanne0zc, spacing to, uo speeds on daatlslde9m lopes• is 0.1 at (20 11). All other tope. era a. at,—. " Uso on interma bolo and short-term projects lot loner and tangent sections Y hplo theta are no pmemonl markings or vAleda theta Is a eonaicl 1lelmen existing to —meal minkingt and channootars. On Slate Mghwaye a spacing of 3 m (1011) IS mcommenaad lot lapel and longent sections shown on TA-31 and TA•32. hlnTrc 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 are shown. SIGN PANEL SIZE (Min) ❑A 900 min x 900 mm © 914 mm x 914 mm © 750 mm x 750 mm �D 914 mm x 457 mm TYPICAL SHOULDER CLOSURE U3 D 30m to 100m 30m to 100m • • • M/,I • • 30 m 150 m \ SHOULDER SHOULDER SHOULDER TAPER ROnDNYOR WORK CLOSED A © SHIFT= U3 C14 (CA) W21-5W21-5A See Note 3 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 flags for daytime closure. Each flog shall be at least 400 mm y. 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 lone closure unless the end of work area 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 14EX.T WALES", use a C20 (CA) sign for the first advance warning sign. 5. All cones used for lane closures during the hours of dorkness shall be filled with retrorefleciive 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 8. The maximum spacing between cones along a 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 Lane Closure On Freeways And Expressways" plan for lone closure details and requirements. 10When 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 �� BORE PT I QFIBER CALLOUT REFERENCE HHIMH CALLOIJT REFERENCE �O^\ SUBDUCT CALLOUT REFERENCE TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION HUD (FDH) ❑ NEW HANDHOLE ©E3 NEW MANHOLE Y SLACK I STORAGE LOOP III GROUND ROD 25ohnn Q CABLE IN CONDUIT AERIAL —Q POLE ANCHOR ® POLE DOWN BUY - —( �— RISER DETAIL T GENERAL ® PROPERTY ADDRESS ® 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 —OAS— GAS LINE —PWR— POWER LINE —SAN— SANITARY SEWER LINE —WTR— WATER LINE - {-�—(--} RAILROAD TRACKS -- CENTER LINE Ima,•.nt M•1••• s.easn �alNsxn a dn. ao.wr.nwn x:vv swine. otS NM sewdtnMsn �pins•, r0 w 1••p•e Y•a� • dTn b sv,v.nY' MII N NK ep ya, qp NM La. NdmMr all, Cell t CALIFORNIA mwlelord, rnorw ovrov• PLg.#: Gridq: CRT ai COMT.al MO. TrFadMe]Y UFNi P"J tl14HO1' ao HOOISMOPSCALE H TYPICAL LANE CLOSURE ° L Advance warning signs_ See Table 6C-3 See Note 1 0 0 0 e) 0 ® 0 ® o 0 0 0 o�v A 0 30m to 100m 30m to 100m 30m to I00m o //WORK AREA 0 N Pa b 0 Ib 0 30 m . r . 150 m t� See Note 7 eNu _ ROAM fYOR CA ) PORK RIGHT LA RIGHT LA C14 (C AHEAD CLOSED CLOSED RHEA AHEA See Note 3 W20-1O C20 (CA) (Rt) C20 (CA) (Rt) W4-2R See Notes 2 and 4 See Note 10 SIGN PANEL SIZE ( M i n) A❑ 900 mm x 900 mm �B 914 mm x 914 mm © 914 mm x 457 mm NOTES 1. Where approach speeds are low, advance warning signs may be placed at 90 m spacing and placed closer in urban areas. 2. Each advance warning sign shall be equipped with at least two flogs for daytime closure.. Eoch flag 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 lone closure during hours of darkness. 3.A C14 (CA) "END ROAD WORK" sign, os 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. 4.11 the W20-1 sign would follow within 600 m of a stationary W20-1 or C11 (CA) "ROAD WORK 14EXT MILES", use o C20 (CA) sign for the first advance worning sign. 5. All cones used for lane closures during the hours of darkness shall be filled with retrorefleclive bonds (or sleeves) as specified in the specifications. 6. Portable delineators, placed of 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 shot[ 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, o W4-2 "LANE ENDS" symbol sign is to be used in place of the C20 (CA) "RIGHT LANE CLOSED AHEAD" sign. Tablo OCJICA). Toper Length C1lterla tot Temporary Traffic Control 2anoc Minimum leper Length — far Width of 011-13.G re (W) Speed S lkmlh) Merging L Im) Shifting U23 Im)) nicr' 30 21 100 40 37 190 50 50 290 60 64 420 RE 70 15D 790 80 100 OD30 90 203 10130 IUD 225 11330 Ito 240 12n30 NOTES Unless otherwise specified in the special provisions, all temporary warning signs shall hove black legend on orange background. California code ore designated by (CA). Otherwise, Federal codes are shown. LEGEND ® Traffic Cone Temporary Sign --e-- Direction of Travel Flashing Arrow Sign (FAS) 6-0-0 FAS Support or Trailer Portable Flashing Beacon Table 6F•102. Maximum Spacing or Channallcor Spacing Speed (kmlh) Me ximum Channellxars nend legal' I Intl Tangent Ire) Connter' (m) 30 6 12 3 40 0 15 4 50 10 20 5 60 17 24 6 70 14 20 7 00 16 32 0 Do 10 36 9 10D 20 40 I 10 110 22 44 11 Maximum channeazer spacing lot all soled' an ona•lenell—,y lopem Is 0.1m (2001. Maximum ehannelmet spacing lot all apoods on dotmsilaam tapers is 0.1 in (200). Maximum ehannelleor spacing for ail ap,ads on one-lonell—Irry lapels is 6.1m (20 O). - All other lepets ate as shovm. fAsximum channel,zer species for all speeds on dw rislioam lopois is 6A in (20111. All other topers a,e as shovm. ar Use on Inlarmedar i,nd shod -term projects for lapel and en aiisl sections pavement Malkin ,to no ppvemenl markings of vnelo Ihmo Is o eonaiel bolvraen existing pavement ma,klnP Use on Inlarmodielo and short-term pio)eels lot leper and tangent sections vmmo theta and chonnelizers. are no pevamenl moikings or when, (hero is a eonalct between oxisling pavement markings On State highvr4ys s spacing o13 in (10 1111. recommended lot tape, and lengenl eactions and chann,l,xats. 'haunt on TA•31 and 7A•32. On Slate higMrays a spacing of 3 in (10 III is recommended lot toper and longenl sections shorm an TA•31 and TA-32. I\IUTCD 2003 w/CALIEORNIA SUPPLE11/1EN1 VERIZON LEGEND BURIED PLANT BORE PIT QFIBER CALLOUT REFERENCE ' //F_ HHIMH CALLOUT REFERENCE ( J SUBDUCT CALLOUT REFERENCE r�J( TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION HUD (FOH) ❑ NEW HANDHOLE M NEW MANHOLE Y SLACK I STORAGE LOOP --III GROUND ROD 25ohm O CABLE IN CONDUIT AERIAL 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 —PWk— POWER LINE —SAN— SANITARY SEWER LINE —WTR— WATERLINE i—f--F—t RAILROAD TRACKS -- CENTER LINE I,noarYnl Nt4b wwpn 4xlwzn 01—c v.e.e es ts4. rpvlm . o,v xNrt brnmvuM ':,,n,Mr10 M1..uM Mw.o Nlo YswY`MnMwll4. ev pour Gip NM l0. Ntelwr sl„ Call I 111ne plrlxN, ) xXLN, x CALIFORNIA 1 autos e Grid#: rtu, I PON Mumba I N VERIZON LEGEND LEGEI4D 11) Traffic Cone Temporary Sign Direction of Travel ® Flashing Arrow Sign (FAS) goo FAS Support or Trailer I ` Portable Flashing Beacon See Note 4 C14 (CA) LNII IIOAn ITOR O Table SCJ(CA). Taper Lonoth off IatIa for Tomporory Tootlio Control Zan as Speed S Ikmllr) Minimum Toper Longlll" for Wltllh of Offset 3.6 as Iw Motging L Intl Shlflloo L12 Imp Shoulder U3 Ins) Conhicr' Lu Iml 30 21 10 7 30 40 31 10 12 30 60 60 20 10 30 00 04 42 20 30 70 160 70 63 30 00 too oil GD 30 00 203 101 00 30 too 225 113 75 30 .110 248 124 03 its 'Maximum ehonnekeet spacing for all speeds on o tedanell—I, topers Is 0.In) (20 0) Maximum chunnolltai spacing for all speeds on dWinstinam lepers Is 0.1 as (20 fl). All other tapers ago as 1110 "Use an Intermediate and shad -lam projects lot taper and tangent sections mote (hare ago no pmemonl markings orwhara them is a eoMlcl between existing pavement markings and ehanneluau. On Biala highways a spacing of 3 in 110 (1) Is recommended lot leper and tangent sections shown an TA•31 and TA-3Z L Table 6F•102- Maximum Spacing at Chonnollsor Spacing Speed Ikn,lld Moxlmum Clmnnohtal snocln Taper' 1m1 langanl Imp Conoicr' (m) 30 0 12 3 40 0 to 4 50 10 20 5 60 12 24 6 70 M 20 7 an to 32 0 0o Ill 36 0 IOD 20 d0 fU 111, 22 44 11 ' Maximum choanekzes apacing lot all apesos on on Iamriwa-swy tapers Is Dlm (200). Moxintum chaMehl., 6paemo Ill 00 speeds an dcwrislmam topers Is 0.1 in (20111• NI o(net Iopars .,.as Sri — "Use on Informedelo and sholl-telm pxulccIs lot leper and Writers sec lions vAlaro If..,. we no cerement markings or what theta Is a conflict botwaen axis ling pavement mocking: and chonnehten. On Slate Idghways n spacing of 3 m 110 0) Is iacoremended lot lopes and tangent eactions elsom on TA•31 and TA•32. See Note 10 L L See Table 6C-3 See Table- 6C-3 SIGN PANEL SIZE (Min) O 90D mm x 900 mm aB 914 mm x 914 mm © 750 mm x 750 mm 914 mm x 457 mm W9-3 W20-1 �ROADLMWOR( TYPICAL LANE CLOSING W/CENTERL I NE AHEAD AHEA Advance tD ® 0 ® — — — Snm Note. 1 — — — ® to Advance warning signs, ' 30m to 100m I 30m to 100m 30m to 100m FA A o1 c1 f5 L o - � A \ WORK RIGHT LAID ❑ AHEAD CLOSED See Note 8 ❑AHEA ❑ W1-4L q W20-1 C20 (CA) (Rl) See Notes 3 and 5 PH W13-1 See Note 9 NOTES 1. Where Approach speeds ore lour, advance warning signs may be placed at 90 m spacing and ploced 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 al least 400 mm x 400 mm in size and shall be orange or fluorescent red —orange in color. Flashing beacons shall be placed of the locations indicated for lone closure during hours of darkness. 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 o .larger project's limits. 4JORK AREA k Min 60 m 5. If the W20-1 sign would follow within 600 m of a stationary W20-1 or C11 (CA) "ROAD WORK NEXT MILES", use o C20 (CA) sign for the first advance warning sign. 6. All cones used for lane closures during the hours of darkness shall be fitted with relroreflective bonds (or sleeves) as specified in the specifications. 7. Portable delineators, placed al one—holf the 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. 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. W1-4R MPH W13-1 See Note 9 10. The maximum spacing between cones along a tangent shall be 15 m and along a taper shall be approximately as shown in Table 1. 11. For approach speeds over 80 Ism/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 Q shown between the two (L) lone closure topers 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) LANE CLOSED AHEAD" sign. 4 (CA) 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 are shown. BURIED PLANT BORE PIT FIBER CALLOUT REFERENCE /O HHIMH CALLOUT REFERENCE SUED UCT CALLOUT REPERENCE TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION HUD (PON) ❑ NEW MANON13LE LnTJ NEW MANHOLE Y-I SLACKISTORAOELOOP GROUND ROD 25ohm O. 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 —PVdR— POWER LINE —SAN— SANITARY SEWER LINE —WTR— WATER LINE . RAILROAD TRACKS -- CENTER LINE nIMWw Notion 411-11 ear oo••,m,wd Coo• •palm. olo a1•,11ata1lna1ra,1 Nu,n••1 to I— Mrp• •Nm,1110 {natal•` MII N •YW. aN )our pip -s t La. k_., WI, Call I usr, •, s,a,s, vsAszoN wwu CALIFORNIA iss—roN, ,Na,4e WlOts PR,q: Gridq: CRY OI GONIaaL aa. l/Aa QNl prb rum pn tIJIM BISHOP =.,. wa.n, T..e., ouenao en � SCALE en JIM BISHOP N.T.S. "OHMNumb. TAW VERIZON LEGEND LEGEND 0 Traffic Cone F Temporary Sign --::0— Direction of Travel ® Flashing Arrow Sign (FAS) Doo FAS Support or Trailer Portable Flashing Beacon See Note 4 C 14 (CA) RDAIIIfaR erlu D Table OCJ(CA). Iopal Long tit Cll to l In lot Tent pornry Tropic Conlrol7An as speed s pmlhl Mmunum lessor Length- tar width at 011aal 3.6 or Masging L Iml Shilling U2 Im) Shoulder U3 (ml Candler,' 113 W) 30 10 7 3U 4n 10 12 30 . 60 20 10 30 GO 42 2B 30 7g 32�148=U4 70 53 30 90 go 30 00 BB 30 100 75 30 110 03 30 ' Maximum ehannelitet spacing for all speeds on o—lenellwoway lapels is 0.1m 120 a) Maximum chsnnolizer apacing lot all speed, and— In. am topers is 0.1 m (20 0). All other tapers are as slrovvn, " Use on Inlormadiolo and aholt-leml projects lot toper and tangent sections %limo thane are no powmenl markings atwhote (hero is a conflict belmen existing powmenl markings and channalize- On State lilghways a spacing of 3 in 110 0) Is recommended lot toper and tangent sections ahwtn on TA•31 and TA-32. Istria 6F•102. f4minium Slmchiss al Channallsar Spacing speed Ikm110 lAoxlmum Chennal—, Spa class lapse' Im) lenoenl Iml Conlllcr' Iml 3u 6 1'2 3 4o it 10 4 50 10 20 5 60 12 24 a 70 lA 20 7 80 I6 32 B "I "1 36 0 lag 20 40 to 110 22 44 11 Maximum ehannobtat apscmif for oil speeds on o—laneli%Jway lapels is 0. tut (20(1). t All— channeazel -pacing lot .110 MUCH on dp Nolan lapels is 6.1 m 1200). All other lapels are as sho— " W o on inlermedelo and shod•letin projects lot tepee and longeal eactioro vdtata there are no paremanl morkinge at mrarp Ihga is o eonlbcl balmen oxleloill is—reenl m-sling) onu chonnehtals. On Stole Nglnsays o spacing of 3 in (to n) Is recommended let tapes and tangent sections aomm on TA•31 and TA•32. TYPICAL CL❑SING DF HALF R❑ADWAY See Notes 3 and 5 C20 (CA) (LI) C20 (CA) (Lq w20-1 ROAD` IEf71ANE IEFT IANI: WORK r{ CIASEo CIASED AIICAT See Note 8 1AIIEAII I AIIEAD I❑ W4❑2L A / See Note 13 X 0 / 1/2 L 30m to 100m 30m to 100m 30m to 100m L L D See Note 10 L L � See Table 6C=3 See IVole 12 See Table 6C-3 i See Table 6C-3 $ee Table 6C-3 — ® o B Advance warning signs ® ® I I ® ® to C 0 See Note 1 Advance warning signs, See Note 1 I I o s I� i ® p WORK AREA — 30m to 100m 30m to loom 30m to 100m ® pp n O \ � — 60 m\ ROAENUaR ®rA GHT LA CLOSED VJ1 4L See Note 4 RHEA I See Note 8 S I ON PANEL SIZE (Min) w1-4R w20-1 C20 (CA) (RI) W4-2R Pa © NOTES See Notes 3 and 5 See Note 13 W13-1 AO 900 mm x 900 mm FYI 1_ See Note 9 IdP)i © 914 mm x 914 mm Unless otherwise specified in the special N13-1 provisions, all temporary warning signs © 750 mm x 750 mm See Note 9 shall have block legend on orange background. �D 914 mm x 457 mm California code are designated by (CA). Otherwise, Federal codes are shown. NOTES 1. Where Approach speeds are low, advance warning signs may be placed at 90 in 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 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 flags 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 of 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. 5. 11 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 lane closures during the hours of darkness shall be fitted with relrorefleclive bands (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. Floshing arrow. signs shall be either Type I or Type I. 9. Advisory speed will be determined by the Engineer. The W13-1 Sign will not be required when advisory speed is more than the posted or maximum speed limit. 10. The maximum spacing between cones along o longenl shall be 15 m and along a 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 Eypresswoys" 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 topers shall be used. 13. When specified in the special provisions, o W4-2 Lone Ends" symbol sign is to he used ' in place of the C20 (CA) 'RIGHT (LEFT) LA14E CLOSED AHEAD" sign. MUTCD 2003 w/CALIEERNIA SUPPLEMENT BURIED PLANT 0 BORE PIT QFIBER CALLOUT REPERENCE , HHIMH CALLOUT REFERENCE �a l J BUBDUCT CALLOUT REFERENCE TERMINAL CALLOUT REPERENCE FIBER DISTRIBUTION HUB (FDH) ❑ NEW HANDHOLE NEW MANHOLE (© Y BLACK I STORAGE LOOP �I I GROUND ROD 25ohm G) CABLE IN CONDUIT AERIAL —Q POLE ANCHOR ® POLE DOWN GUY —(� RISER DETAIL T GENERAL Q PROPERTY ADDRESS ® SPLICE PROPOSED RUNNING LINE FDH BOUNDARY —CF— CURB FACE —EDP— 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--} RAILROAD TRACKS -- CENTER LINE �ao4. nemr... pip Nwl Ie.nunnua aumk.r b M I Wrae rla.• •Mrrill le a.Sr.1.• Mrl M NIS see yrrr qp NM Le. aunwr slli Call UMM ana vsaaoll wasr, e,w,at ' CALIFORNIA olvlsloni ,nar.a auto-. Pn.11: GridII: ty I F011 Numbs H VERIZON LEGEND 11 Irl Tr C1 Unless otherwise specified in Ills special provisions, all temporary warning signs short have block legend on orange background. Colifornio code are designated by (CA). Otherwise, Federal codes are shown. See Note 3 C14 (CA) );no naafi Iran LEGEND a Traffic' Cone TYP I CAL LANE CLOSURE WITH REVERSIBLE CONTROL O Traffic Cone (optional toper) Temporary Sign C37 (CA) Direction of Travel ONTR C OL W3-4 CONTR Portable Flashing Beacon WAIT AND BE FOLLOW'PREPARE PILOT CAR 110 T Flogger TOP E See Nole 9 \ A❑ Cones 15 m Max sooc D See Table 6C-3 Closure: Cones or barricades xxxxa I Advance warning signs, See Note 1 G O 30m to 100m , 30m to 100m . 30m In 100m . 3nm In Innm O O� ORC R D ROAD AHEAD WORK W20-4 \�/ w2o-1 A See Notes 2 and 4 C9A (CA) \3-4 ® BE R'PA RED TO TOP B O C29 (CA) See XXX FT Note 10 ID See Note 7 30 m Mox See Note 11 NOTES 1. Where approach speeds are low, advance warning signs may be placed of 90 m spacing, and closer in urban areas. 2. Each advance worning sign in each direction of travel short be equipped with at least two flags for daytime closure. Each flog short be of least 400 mm x 400 mm in size and shall be orange or fluorescent red-oronge in color. Flashing beacons shall be placed of the locations indicated for lane closure during hours of darkness. 3. A C14 (CA) "END ROAD WORK" sign, as appropriate, short 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 siwould follow within 600 m of a stationary W20-1 or C11 (CAn) "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 retrorellective 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. See Note 7 Cones 30 m Max spacing 00, WORK AREA%//] 0 30 m SIGN PANEL SIZE (MINIMUM) C 1200 mm x 1200 mm - Speed of 70 km/h or more NEI 90D 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 B 914 mm x 914 mm - Speed less than 70 km/h © 762 mm x 762 mm O914 mm x 457 mm 0 914 mm x 1067 mm D914 mm x 229 mm 7. Additional advance daggers may be required. Flogger should stand in o conspicuous place, be visible to approaching traffic as well as approaching vehicles alter the first vehicle has slopped. During the hours of darkness, the flogging -station and flogger short be illuminated and clearly visible to approaching traffic. The illumination footprint of the lighling on the ground shall be at least 6 m in diameter. Place o minimum of tour cones of 15 m intervals in advance of flogger station as shown. 8. Place C30 (CA) "LANE CLOSED" sign at 150 to 30D m intervals throughout extended work areas. They are optional if the work area is visible from, the flogger station. 9. When a pilot car is used, place o C37 (CA) "TRAFFIC CONTROL -WAIT AND FOLLOW PILOT 'CAR" sign at all intersections within traffic control area. Signs shot] be clean and visible of all limes. 10. An optional C29 (CA) sign moy be placed below the C9A (CA) sign. 11. Traffic cones or barricades may be placed on the optional toper as shown, barricades sholl be Type or I11. See Notes 2 and 4 C9A (CA) W20-4 W20-1 ORE ROAD ROAD WORY1 AIIEAD AHEAll 0 Q C29 (CA) See 0 XXy1 FT Note 10 E Advance warning signs, See Note 1 Gote cones Table CCJICA). Toper Length Criteria for Temporary Traffic Control Zones Speed S Ikmlh) Minimum Taper Length" for Width of Otkc13.0 m (w Melg)ng L Im) Wiling U2 Imll Shoulder U3 Im) conlllcr' L13 (m) 30 21 10 7 30 40 37 ill 12 30 50 50 20 10 30 60 04 42 20 30 70 150 70 53 30 80 ISO 00 60 30 80 .203 of ED 30 100 225 113 75 30 110 'L40 1z4 03 30 ' Maximum ehanneliter spacing for oil speeds on one-lanelhrmw ay lopen is 6. tm (20 A). Maximum channefixer spacing lol all speads and—lieam lopets is 6.1 m (20 h). All other topers era as ahovm. " Use on Intermediate and Short-term projects for taper and tangent eoclims v,here Ihere era no pmmenl markings or vdrote Main is a conflict belwee0 existing pmement markings end ehannahzers. On Slake high—irs o spacing at In (10 it)is recommended for leper and tangent sections shovm on 7AJ1 and TAJ2. ROA�NWOR C14 (CA) ❑D . See Note 3 Table SF.102 Maximum Spacing of Channellxor Spacing Speed (kmlh) I Moxlmum Chnnnallear Spaein lopol' Im) lonti.m. Im) conolcC' Im) 30 6 12 3 40 6 1S 4 50 10 20 5 60 12 24 6 70 14 20 7 80 16 32 0 rig m 16 6 too 20 40 10 110 22 4n 11 ' Maximum ehanneeeet apacing lot all apanel on one-lanell—ray tapers is 0. tm (20 Ill. Maximum channelnet spacing lot as Spaeth on cl—Beam iboom )s 6.1 In (20 n). All other fapca ate a an—. " Use on Inlonnetola and short -tam projects lot leper and langenl sections whem there eta no paemenl matkinp of vAlere there In a conhicl between existing pavement malkingl and cnannelRen. On State Mghtoys o spacing of 3 in (10 0) Is lecommenaed for tricot and tangent sections sh r- on 7A•11 and TA•32. IAiUTCD 2003 w/CALIF❑RNIA SUPPLEMENT BURIED PLANT 0T BORE PI QFIBER CALLOUT REFERENCE Q// HHIMH CALLOUT REFERENCE l • J BUBDUCT CALLOUT REFERENCE r�J/ TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION HUD (FOH) ❑ NEW HANDHOLE M NEW MANHOLE Y SLACK/STORAGE LOOP III GROUND ROD 25ohm G) CABLE IN CONDUIT AERIAL —Q POLE ANCHOR ® POLE DOWN GUY RISERDETAIL GENERAL ® PROPERTY ADDRESS ® SPLICE PROPOSED RUNNING LINE FOH 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 -WM- WATER LINE {•-i i i RAILROAD TRACKS — - — CENTER LINE IaperY+r xwo- aveu.n 4aleraall a 1.. A.awwwwd W. r..vlr... plc Mvrl I.v,rlrllmllan xvme.r ha a•. 1..,,•4 rw.. •ewall b Yax.Y`wlll ti.Y16 rv.7wr av ours w. xw..., vem C.11 r 1•000-227.2600 ues.r u.avr v.auvx a,w1 ehAhu CALIFORNIA Irt-101A I.— Acres • PDA: GridR: car or wnr.a�nS, was wr0uu .acxl nelaag su •'�v+a+r n JIM HIS110P 0.1+t nw+, aJIM 111SHOP SCALE N.T.S. _—,._ I FDx Humb.l