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7066
Finance Revenue Code E-1 • �W 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 #22 / Calle Arroba & Ave. Obregon / W00543- 7PAOBS-H4017 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 APPROXIMATE TIME WHEN WORK WILL BEGIN:April 1, 2007 TIME OF COMPLETION: December 31, 2007 ESTIMATED CONSTRUCTION COST: $123,000 (Including removal of all bst, ructi 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, it§ 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 Applica or Agent Verizon - Darywl Bowden 870 Mountain Ave. Upland, CA 91786 (909) 608-1358 Name of Applicant (please print) Business Address Telephone No. Name of Contractor and Job Foreman Business Address Telephone No. Contractor's License No. TBA Applicant's Insurance Com FEES: Minor Improvement Permit - Class IV Inspection Fee $3,690.00 Is/� Permit Fee As -Built Deposit Cash Deposit -Surety Bond, if required TOTAL $100.00 $0 $O $ 3, 790.00 TBA City Business License No. Number k" P blic improvements: 3% of estimated construction costs Pr vate improvements: 3% of estimated construction costs See attached schedule PERMIT NO.7066 DATE APPROVED: 14,44 .2T , 2007 EXPIRATI N DATE: MAV. 2jt, ?On S, BY: Administrative Authority c f t PUBLIC WORKS DEPARTMENT IAM 0 1 APPLICATION FOR PERMIT' UB;iAL ORKS Date: Tract No: See attached parcel mapsProjecf:Name: 0543 - 7PFA0 L&5 - H VO/7 Vicinity: 25 AJ10 C',fla.t /i2R02�A 1271' 1,.)%r� i4UEtiril1P 013R'-66�J :Purpose of Construction (Ex: Rough -Grading, Offsite Strect.etc) To install PVC piping and various sized hand holes for fiber optics. Description.of:Construction (Ex: See Plan .Set'No. 01.234) See attached maps and plans sEi: A-t--,+cHao L4ST Dimension of Installation or Removal: See attached maps and plans Approximate Construction Start'Date: _ 1 _ p —7 Approximate Construction Completion Date: `Z- 3i _�-7 Estimated Construction Cost: $ Estimated Construction Cost shall include the removal of all obstructions; materials, and debris, back -filling, compaction and placing pennanent. resurfacing and or replacing improvements Contact.Name:.Darywl Bowden Phone Number: 909-608-1358 Name of Applicant/Owner: Verizo.n Applicant Address: 870 Mountain Ave, Upland, CA 91786 .Applicant Telephone. Number: 909-608-1358 Name of Contractor: Contractor Address: Contractor Telephone Number: Contractor State LiccnseNumber: Contractor City; Business: License Number: It A COPY OF TIIE CURRENT INSURANCE CERTIFICATF MUST BF PROVIDED Applicant or Contractor General .Liability Insurance Company: Applicant or Contractor General Liability Insurance Policy Number: Office:Usc Only: Inspection Fee: 4 3' 6 -9O Pernik Fee: 00. As -Built Deposit: Dust Control Deposit: (f� Credit .::Amount: — - — 790 Office Use Only: Assigned PemutNumber: •-j D b �O Approval Date: Expiration Date: Issue Date: -Ad ministiali ve-Authorily:• •-• TOTALFEE DUE: CONTACT LIST CUSTOMER COMPLAINT LINE 760-342-0551 (local, leave message) 1-888-828-2015 (8:am — 10:pm EST). INSPECTORS: Ken Clark office 760-347-5634 cell 951-723-0810. Dave Guerrero office 760-347-8152 cell 760-219-0408 John Durbin. office 760-347-2874 cell 760-218-0691 COORDINATOR: J. Mike Hickey office 760-347 8202 cell 760-567=4162 PLACING Local Manager: Bill Schrader office 760-347-8019 cell.760-218-1566 SPLICING Local Manager: Bill Schrader office. 760-347-9019 cell 760-218-1566 CONSTRUCTION MANAGER: John Viereck office 951-672-4279 cell 951-295-2520 CIN)[ R A ✓�4etKilt kogas August 31, 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 #0543-7PFAOBS-H4017 Location: La Quinta, CA 92253 — *Avenida Cortez *Avenida Madero *Avenida Juarez *Avenida Rubio *Avenida Alvarado *Avenida Diaz *Calle Arroba *Lane Closures Materials: Conduit - 4" PVC---�_ ft �1.25" PVC ft 1.5" PVC ft .2" PVC r ft 1.25" Shadow Conduit - -9, ft Boxes - 17" x 30" Hand Holes V/ .24" x 36" Hand Holes S 36" x 60" Pull Box 15" x 20" Hand Holes Construction - Bore FootageTrench Footage Page 1 of 2 Dear Timothy.: Please find enclosed herewith in a Verizon permit application packet complete with encroachment application, .area map, assessor's maps, location detail for fiber distribution hub, hub location pictures, and placement/construction work order map. Assigned contractor will provide license and insurance documents to city of La Quinta, before beginning work. The Verizon contact is Darywl Bowden and may be contacted at (909) 608-1358. If you require any further assistance please contact me at (909) 985-6643. Sincerely, Jim Bishop . Cendera Technologies, -Inc 820 N. Mountain Ave Upland, CA 91786 (909) 985-6643 Page 2 of 2 .Fs : �• E '2549A. gig U eun Nana McNaliy Co any jl3yyr' � - - HJ N33 4•, .' _ aka , It oIA ,6m.. �• t' 'i 1% 1 � . v , AV ENIDA' a.. 1 N x ���Y AYfl1i61' 'fLNIQ � t '.: � �...� ': �'��::':: •:six.-':.: _.:: .... ..... ...... .: ... _ Aa,`51tuA 5750 AREZ ENIFOA J ENIDA - mVENIDA' ,- 70 .._...::,.. .� ..,... ..,....i+...: i � . ...,.:'-.. ... ,. r..e.,... .,_ .. ;; .:,:...:� � :.:'.r.:.. :: ':.:.. .�'. ✓' . ... ... t,. . ..•' -.. `cZ"?, VENIOA ., t •• a�e t 51300 m,152100 ,.. ;.:, AVENIDA LV � BREGON _..: r,.•:.. ' ,:: r .: �. A [DA : ��,53000 :. m UINAANZA ,�•��.'-. N`;f'�:q', W$� � •r .',ji :...,,�... ;, .::". ::. ^'i=a'::: .: .......; 53500 ALLEd AVD S ElASCO : 9�F VENID' R , IEISENH)WERI :: ,109 AVENIDA '.MARTI}! 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YSIDIM Va. i4 war is �o O COZ diY m I aria I �S I Vona",— _ 'i am as 09 m as aw as w➢t aft"M MAL O I LDi )Ti qu-c q m ;o�0000�tl� o o; o$os a w o .� •, A ro, a e � 14. l am as add Do Aiw - - v J a w N¢ o o �17- 99 m i� ig m as I o�«0004� o0 0l o® 1 7 00000009 I 'd wa as S' ccia a9 Oaoz amr :oB0000tlg $000�o�o�� w •l o m A b m �+ fi 'I«i u ➢i — a➢ 0 0 08 0 z bw - - I e e , O r N - I k iris O➢ aD OG wai o p Rd« O O I b P l� of Q N �o 0 000�oa�o� w q Ib { e N A W A w i`- g w a➢ as .t list a➢ as F R S A ! 3 ogo (D G 0601 wai M Saas wa ti z9o-0seI YNL s as icie �.y a o _ I � 0 Aiw - - v J a w N¢ o o �17- 99 m i� ig m as I o�«0004� o0 0l o® 1 7 00000009 I 'd wa as S' ccia a9 Oaoz amr :oB0000tlg $000�o�o�� w •l o m A b m �+ fi 'I«i u ➢i — a➢ 0 0 08 0 z bw - - I e e , O r N - I k iris O➢ aD OG wai o p Rd« O O I b P l� of Q N �o 0 000�oa�o� w q Ib { e N A W A w i`- g w a➢ as .t list a➢ as F R S A ! 3 ogo (D G 0601 wai M Saas wa ti z9o-0seI YNL s as icie �.y a o _ I � 0 S' ccia a9 Oaoz amr :oB0000tlg $000�o�o�� w •l o m A b m �+ fi 'I«i u ➢i — a➢ 0 0 08 0 z bw - - I e e , O r N - I k iris O➢ aD OG wai o p Rd« O O I b P l� of Q N �o 0 000�oa�o� w q Ib { e N A W A w i`- g w a➢ as .t list a➢ as F R S A ! 3 ogo (D G 0601 wai M Saas wa ti z9o-0seI YNL s as icie �.y a o _ I � 0 z bw - - I e iris O➢ aD OG wai o p Rd« O O I b P l� of Q N �o 0 000�oa�o� w q Ib { e N A W A w i`- g w a➢ as .t list a➢ as F R S A ! 3 ogo (D G 0601 wai M Saas wa ti z9o-0seI YNL s as icie �.y a o _ I � 0 ti z9o-0seI YNL s as icie �.y a o _ I � 0 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 7066 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 fumished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All. excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading. in each case. 'No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (6) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( " N/A " ) inches of A.0 surfacing. placed on a ( " N/A ") inch ( crushed ) aggregate base shall be placed no later than ( 5 ) days after completion of temporary road repair. ❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. ® R23 STREET RESTRIPING: Where street striping�is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. ® R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. PERMIT NO.7066 Verizon Fiber Optic Upgrade #22 W.O.0543 — 7PFAOBS — H 4017 / Install PVC Piping for Fiber Optics/ Calle Arroba & Avenida Obregon In addition to the standard permit conditions, the following shall apply: 1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. Prior to commencing the excavation of a trench 5 feet in depth or greater and into which a person will be required to descend, the Contractor shall first obtain a permit to do so from the Division of Industrial Safety pursuant to 7-10.4.1. 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 pernittee shall not install improvements with the intention of providing video transmission services unless the permittee obtains a valid Franchise Agreement. 5. 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. 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. 8. No stockpiling of any materials will be allowed within the City WW 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 48hrs prior to start of any work, which includes marking of the underground utilities. The individuals identified on this list shall be capable of responding on any work day and within 1 hour of any work day. 10. Door hangers shall be provided to all residents affected by the project. At a minimum, the door hanger shall provide the following information: a. Short description of the improvements. (.Include Verizon. as the applicant and permit number.) b. Schedule of the improvements Special Conditions Page I of 8 PERMIT NO.7066 Verizon Fiber Optic Upgrade #22 W.O.0543 — 7PFAOBS — H 4017 / Install PVC Piping for Fiber Optics/ Calle Arroba & Avenida Obregon C. Suggested alternate routes of travel d. Plione numbers and individuals for questions and answers with the city being the last phone number, (760)-777-7075. 11. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 12. Verizon and TBD Contractor, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 13. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 14. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1 st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (le 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.7066 Verizon Fiber Optic Upgrade #22 W.O.0543 — 7PFAOBS — H 4017 / Install PVC Piping for Fiber Optics/ Calle Arroba & Avenida Obregon A. Approval of the construction B. Plan identification C. Time Frame of Closure D. Alternative Routes 18. The permittee shall place temporary no parking signs along the parking area affected by the construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and removed immediately after the construction completion date. 19. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), at residential streets, advance warning signs and traffic control shall be installed and maintained in accordance with Cal Trans Standards or the Work Area Traffic -Control Handbook (WATCH Manual). A traffic control plan shall be prepared in accordance with the WATCH Manual. On Collector to Major Arterial Streets, the permittee must submit a traffic control plan which shall be prepared under the guidance of the Manual of Uniform Traffic Control Devices,(MUTCD) 2003 Edition with Revision No. ,1 Incorporated, dated November 2004 (HTML) and the California Supplement.. As of October of 2006, these documents can be observed at http://mutcd.ffiwa.dot.gov/HTM/2003rI/Tart6/part6-toc.htm and http://www.dot.ca. og v/hq/traffops/signtech/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 8 PERMIT NO.7066 Verizon Fiber Optic Upgrade #22 W.O.0543 — 7PFAOBS — H 4017 / Install PVC Piping for Fiber Optics/ Calle Arroba & 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 location/s. The above testing does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Materials testing must be performed under direct supervision of a California Registered Civil Engineer. 23. The issuance of this permit and the City approval of the related construction improvement plans do not provide a vested entitlement for all design parameters that may have been utilized for the plans. As such, plans approved for this permit may be "at risk" for further modifications as it relates to any follow up improvement plan requirements as required by the city or existing errors & omissions by the architect or engineer of record. 24. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, the name of the City approved contractor, who shall submit to the City the following items: a. General Liability Insurance Company and Policy Number b. City Business License 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.7066 Verizon Fiber Optic Upgrade #22 W.O.0543 — 7PFAOBS — H 4017 / Install PVC Piping for Fiber Optics/ Calle Arroba & Avenida 0bregon 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 § I (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.7066 Verizon Fiber Optic Upgrade #22 W.O.0543 — 7PFAOBS — H 4017 / Install PVC Piping for Fiber Optics/ Calle Arroba & 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 sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Special Conditions Page 6 of 8 PERMIT NO.7066 Verizon Fiber Optic Upgrade #22 W.O.0543 — 7PFAOBS — H 4017 / Install PVC Piping for Fiber Optics/ Calle Arroba & 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 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/" 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 PERMIT NO.7066 Verizon Fiber Optic Upgrade #22 W.O.0543 — 7PFAOBS — H 4017 / Install PVC Piping for Fiber Optics/ Calle Arroba & 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 pennittee 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. 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L01rW1 AAmRPRA®AAr. n CONTRACTOR NALL RG7TOIOlANTDAMAOlD OR 01TURNNE OSLMXATED SYWW0f% PAYE1QWTMURIH{ ON RAISED FAYENEXT MARMOMFADITAOurEJ SMALL, AS DOW TO THE SATWFACrTM OF TWO �WOFtn AIIAOCPALT'Lp CDOOfrYpNOLYER rAAmA x T WRL Se TPp COS7RACTDATI mraovmE iRArm CONTROL ARROYSOARD AN ALL AIA.NR.RtnNaa.RD al.SonmrPNNC AfwrraFWArAS DaEerm Rr7ra!mw7G CwRNn; OW ANImWPow LOCK.Y7NONF► 71aCOSramSHarCLOEDp TTaAtO FfOCa ....'ro tt CarITNALL MOUMr AT 77w 7�1FW I®M CawfRTA1rAmvm ORASSAREILACEO. IOfIdoIOm SIROYwm RTvmmma rFLiPAOCT. rAmm N..WRa,a a .LLPOER DorrrwemNNwaAREmaeaNNDIIED wrtM•YxroRoww RDOwrmeaaDRAim wpa .LAIRmasAi •ILK aS oreFa . RETAIL FOR USING E03TWO CONDUIT rMCAL RISER OErAA PLAN suaur srPeRADNiraa DR mAaENc►m.MIMa omwerEON 7r7SaPUfOIFr NV&YAm PROFILE PWaPoam . PpO�p NANamE ILAPONOtH PROPOSED ae- rrPICALVACUUM L.00A7EDETAIL ROME OseEerraewT»EoeDNe FD oRowm wam m wNwO` FIOUA/MiOX f'LDMD ITVD m arm OrrD 7rarrwotLr NweRLx.TMNP RNRONOEDL Furs TlAIC-TFRDIML ANROF oreR sma PEmAw a PYCS ADTN A WwPA faa NYr. FRO GROUNDING DETAIL BORE PIT A MANDMOLE PLACENENTRETAIL (NTS) BURIED PLANT. OBORE PIT QFIBER CALLOVT REFERENCE HHMIH CALLOUT REFERENCE //El\ 8 SUBDUCT CALLOI/r REFERENCE TERMINAL CALLAUT REFERENCE FIBER DISTRIBUTION HUB (FDH) . ❑ NEW HANDHOLE . M NEW MANHOLE / SLACK I STORAGE LOOP III GROUND ROD 25ohm O. CABLE IN CONDUIT AERIAL POLE ANCHOR ® POLE —� DOWN GUY RISER DETAIL GENERAL ® PRoPERrY ADDRESS ® SPLICE PROPOSED RUNNING LINE FON BOUNDARY —CF— CURB FACE -FOP— EDGE OF PAVEMENT —FIL— FENCE LINE ---- RIGHT OF WAY GUARDRAIL —COM— COMMUNICATIONS LIKE —CRN— STORM DRAIN LINE —CAS— GAS LINE — -M— POWER LINE —SAN— SANITARY SEWER LINE —WIR— WATERLINE . —I-+-} RAILROAD TRACKS -- CENTER LIKE AAotla AL1A1La1r Mtl� aeA��al CeA. �r • aIP AM � R�Mrb W bsAYb,A• Trrvab A>aa�Y RO1 M EARL w 1em ONA AM b ■e1wsW C.D. 14300-M,2600 I .I CALIFORNIA I IPR.#: S79 Grid#R3 LA OUINTA -LA =CFRNWTA h-z FTTP RSER MST. ROUTE FOW VERIZON LEGEND ALL NOTES APPLY UNLESS CROSSED our f. 77R 7ELEPMONP COMPANY MAS DBJOEWRrArTENIrED FO CORAECRrLoa7EAND SNOWALL ODSSINO PIPLIMES AND OTHER SUBSTRU<R!RE& IN TWO VWOUTT OF WE IWRR BUT rPUS COMPANY DOES NOT aUARAMTEETTMWARe NOOT7ffRSUBSTRUCTURM FALLUREOFTMBCONVANYTOWWWALL SUB3TRUC7UES IN TMELR CORRECTLOCATNIN WILL NOree A SAW FORA CLAN FOR XrMNORRAMD THE CONTRACTOR SMALL m RESPONSIBLE FOR ALL DAMAGED TO SUBSTRUCTURES nurmER SHOWN OR Nor. ALL ToMT[SMALL CO FVRN 70 THE LATEST EDITION OF THE STANDARD SPECWfCATIONS FOR PUBLIC MORNS AND SUPPLEMENTS THERETO(APWA(40 OREEMR&l AMD 70 THE STANDARD PLANS AMD SIECIFIC4TIONS OF FBe wsrM Tyre DaIEeroR ovrlfmRe wORAa MELD RSYO)ONSTO THE CRT OR COUNTT REVIEWED CONSTRUCTION DRAMNG SMALL BE MADE AT THE 0434 TTaN OF TIE CITY on LDUNrYaMeTRacTraNavrECTVR. 'ALLDAWCON/RVCTION(. AMMaROMAPP%MrEMANCSS)'SMAN.Cosagam TO CR►AMDCOUNTYZONpOAMV SUBDIVISION aRDOUNcom CONSTRVCTION IWNOT INARTIDUAL MGNNATS 0 SUBJECT 70A NALpNVN aFZ004OOT OPEN TRMKNAT A 7NIEAND 100MMOURS BETWEEN 000ANAND400 PAL UNLESSALL USADIO ALERT NARKS MADE ON CITY RiREErS CURA GUTTER, AMC BID'EMALK FOLLONTNO S/GMU'WANT COADWERIN OF RELD MMTRUC'MOK TIE CONTRACTOR ATUS►AOONOVEALL USA MOALERrM4MTSN4OBONCRrSrMW CURBS,GUTTERDA SOJE rALRB 7OFAciLRAMACGESS70DNYENDEDLOCATWMOFWORM, WW ComyRAC70RARJSTA/ILrro*A TE PORARY= PARKWO PFRAOr FRON fireCITYADMINT" PUBLIC WORKS DEPARTMENT. TRAFFIC CONTROL PLANS SMALL SEPREPARED AND BLRIMMED FOR AEVIEWAND APPROVED By TIE CRYA70UNre COMSrRflCImNTR4PRCe CONTROL P[AM PRO-PARATFOMGU^+"• ES. AV TWO CDNSECUE" PRO/SEC►IONS SMALL Ae CLOSES J. CONTACT TISONONVCOMPAMTINSPEGIOR N MOLARS INADYAMCE OF WA1379PCTTOIL S. NOIVVALL UTRITIES. VENER SV&STRUCnAWU8E;W AND BNDERSROBMD&MnlCUALEWr (1�rSS) TWO WORRNWG DAre PRIOR 70 COILl7RUCTMA 4 NOTIFY LOCAL FIRE AND POLACB DEPARYOUMS b MOLARSp ADVANCE TO CONJTRUCROK Q NOTVr CR AT ----KOLMSINADVANCVOPCOA17RLACTIM B CONTRACTOR 70 OSTADTA STATE DfV=Off OP DIDUSTRLU„ SAFETY ZXCAVATTON PERMr.(SEC am, CR T" CALWORAa LABOR caoea7®s4rz LOC"COMSIPUX7FV=PERNRSDONOTREET7MV REpIBfEA1DIr. 7, CONTRACTORS PERMIT 70 BE ON The JOB SMBATALL 70mS. L 7R4FFWZCON7R017OBEAWMTAM=ffYS7R7UTq BAWDGOI PLATOga6C AOSPO WDOMTIB PCRLGT, " B CONNFRLAMONAMONATAMAL USED IS TOC'OMFVRM WFTI VERODN 7ELONBNHCONPANrSPeCfiWATrONS f0. CONTRAC70RTOulourAtuaOLIS PR/OR70ANrRarwrmam SURFAL'BAWASURFNDNeD 7e NV! P<aT OR AFORE FROf BEC7IONLEAN:TMS aIGLNN, NOTWT TELl97plrt/IOPECTIDH ENGU MEROTO SMALLSE CONSULTED TO DEFERNAAE IF TIE DEV "ON RUT. COIO%Xr WYN CABLE ORDERED. 11. MAMIOLEANBOEP(ULBOMVTO&EPLACEDAMFOAWCOXDURPLAGAAMff GSP02b.RbMO jLM IX PREGADTMANFOXCVAND OR MALL BO.QS TO DA SET ONA AUNNIUN a/SL M HICKES OF COARSERUCR OR SAND SISP, aSP 62ZdV2,2SAAND GSP LMI.L00-ofOCA. 11 ALANNOLES AND POLL SORT FO BE RACUEDD 70VlJRON SPECfTCAT70N UNLLSS 071f[ADISE SHOWN ON DETAILS GAP S AND GAP B/f.LOOofQGit 14 COMIXOTED WALLTN1pOVESS AND NAWWLE NECK LENGrw(ORAVE FO CEILING) FO er SMOM is, POLLLMa ar aEORs 7o BE PLACED aotwmrmLOPRJRpe OUCTENTRANCES. AND on oIPOe/rE WALL FROM FUTURE ouvreNntAhvr Id. BPLNE BOAM NTOCNAAS JCQmm TO OrMot BOAAPOLEA, on ALIIMRmLI• Nrrw CONDUIT SMALL BE EQUIPPED WWI PULL p OEOMA. ITT, ALL GUTIAN ANDON 6UXlZV CABLE TONAMA MUCOUS OPaTCOYQ BeLO1N0DTIQ GRADAND FLOW LOm Ulamv s/ECQTCm otHtReNldE I& pROAOWA►AREA WIFAB PROPOSED SUvi BNADNAA worBEERFLACEA ANAODTmNAL EAMiEEM0e7 OXXXV TO rrm epURp CONES BELOW TTDIPSOOSED GUr7ER GRAoe OR F LDM fe AMOIICONDVRAMGWlIUI(0?D CAB4 CAA3e GROYND 00KE1T(1AOAACEN 70K&Nhl*L"Arer OIENVALSMQXO rMNCMAImwrAal o7waspoNr WTa we COVER OfFFERD SUedTAIIfMLLYHNaI AYFRAOC m AULmwa.uLBuciaFaRQaAL/rrareaLAUNanrPBef;-PaTraucr,a�"PQNai-DQcratwim At OWUSTMG VAaANTOOCrIIppSTUImEB DLWMO TTN CONSIRWfmN rwoCCSe,Tyre►NUBrw AWmRdLEA a 9MwTlXO CONDIRTWRL AECUTAB NiARNANOrP/r(RAMF LONER, OR SPLAY) TO PLOWpTPROPE/t LZEARAI/rJT RmROINER AmarRUCM/NE'D OF MmPER FNTwNca UfTD ATAAr MUM a AA@ORWI CLlANANCCO/AEB(M pCI®ANAU ASAT TNABBABOM A'nOpg, ON Blfine AAm YAArpO. BUBSIWKrV (eoWO/QECOYmAQ►RCEIRDt) . x ALL"OlLL9a rrIAN AT FOer ARCASED WITIR DiABA2D CONCISrl PER DIPPR/CrICl Ata1017D1 A" m CONTRACTOR TV VEITPr WALL TO WALL ANIVORNALL mnNO OFDUCTBTRLICIWSAPASWTEltE1NTB. QAM/RnrEAlra rO BeaEwRmmteeNrARvrPDDr. � •prND rw m RECORD AM MALL TO MALLAD?A&VAEUMNIT IN SEC710NABRACBNr TO OrMtWTNANNOIIi n. PUGS;'+oarPTmrrLomPVLLROPepoarram/usED ' TRENCHING m MD�I/II RILL TIOCIDIEai D..TTn CASIWO BMAL LEA m B.Am aR E3UAiY ID BE LONN BRNONCED DDD aAAINB WNDI.A10)W(/dID, IROYmB. rMfQ LBCN BEALwreoTM ENA1 DP LIAOYC m TUAKELipD 0 FERAQRmINOREFR CURB Am OTIM4 ETC M IQABONOPER T20S-FDOBIBf® CABLq BPLI Frxa7AYTBSRIiNlNC LOMfIOAR rum 08hRm®Br VERCON OOPFCTDA COAITITAO'TOq TOBACNTRLBPL/CBPMPA APL/CpGW COAPLeTeH SL CABLE M--PAW,_aR/C401�- , Am LST, PER F00T-- 33. WBURNDCAeLeOPLACEDpOPEN7REl/DI,SAND�W"AWAEIIUOtF4 ALmaetw OPTBECDW Almf AAOVEr CAeLS. TTfEMC1/SACARL MAW rrPE I008400(APNA,I. x A'ETOZON pamDRmroDRD/NArEDAALEDELIvtRVARm /tACEAFRr. CONTACT TSPANIRO.TBa rD rrARTDm oolm.RncTADLL 1FLONADIm ADA = . m sMNvsurwlmLAAmBCAPacTIBL SH AEPLKlD TO T10 BATRAFAt71ONMPROPORraWNG aR OOYCIpONTAIAOCNCY ML RIM VMORTOCo10ORRT0�rmNorrrDICW LAaUpM. 37. CONTRACTOR WRL XWTWeAe►eYIAGED OR oTT®DNISSOeIMlltlrEe BrWWMQe PANENEWAUROUNAOR AALSED PAVEJEITN.AA/0OM PAefTAPI4CFNT7ITBNALL AFEDM PTP IM MTTeFwCIpe OFYMV rlDPcvwLRT a aetRWn prDL rm Se. RWOLee7TQCOe/RwCTOe'eR�TOMWVDe TRA:ACOMMOLAPaAlmaALL MAJORwRrmmwlm OMANT OTrOFPEBIICR/QMT4FWIrAS LTBRtrEo 01TT2 BTAr! roam, oR LOLL AUTTIORfri. INS LOST d m LtS OIt3fmED pTrte DID RTDGB. m CONTRACTOR SMALL NODFR RWaSWe Arluff MN CONDUITAADMee ANBPTACLD. NOaMAIO To eBMNVmm Br YeRD:ON. AM ALL RaeR DNDTRBfYROM NWusARe TODEGROUNDEOWRMA;•Rf OROVNDRODAFm ASCROVADWIRE A 2S OWNS. 42" HEIGHT 20" DEPTH 24B5" WIDTH ❑■ PEDESTAL MOUNT 0144/216 FDH 42" HEIGHT 20" DEPTH 24.5" WIDTH n 75 L#S:] PEDESTAL MOUNT 2161288 FDH 46" HEIGHT 20'DEPTH 31" WIDTH 0 I 1 115 LOS. I I PEDESTAL MOUNT 432 FDH 8RX "12" OPENING IN PAD 42W BOW PAD FOR FDH 144, 216, 288 & 432 CAB/NETS BURIED PLANT OBORE PIT AFIBER CALLOUT REFERENCE Q HHINM CALLOUT REFERENCE ^\'J SUBDUCT CALLOUr REFERENCE V . TERMINAL CALLOUT. REFERENCE FIBER DISTRIBUTION NUB (FDH) ❑ NEW HANDHOLE M NEW MANHOLE Y SLACK I STORAGE LOOP III GROUND ROD 25DIun Q CABLE IN coNourr 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 -CON- COMMUNICATIONS LINE -DRN- STORM DRAIN LINE -GAS- OAS LINE -PWR- POWER LINE -SAN- SANITARY SEWER LINE -WTR- WATERLINE }} �� RAILROAD TRACKS --- CENTERLINE CALIFORNIA wrmTae 1DLRLAA NaiBA PB,#:879 Grld#£3 onaF LLMTROLm LA QUINTA wOW LSNroA TTaw LA CUINTA 0543 AT Jai a sNOP 7PF_AOBS �.L. DMrzaroe omTONm Bn 7FFAOAF en JIAA [i1SNOP SCALE �oen�De N.T.B. rme PON N-d- COUN"a'RIV618me M4017 TflN:� PERMIT FM FIBER DRAT. ROM VER.tZON LEGEND lablo GCW(CN• Tapar Langlh Cdla,la for Tompasoly Tteflic Control Tana.• Nauman, 1.11, La110111" I., W ldll, at 01ho10.6 it I W I Speed S (km1111 Urtiging L Imo SI,IIIInto U2 ImI Shoulder LotUJ Imo Canfller' Im) 00 21 10 7 { 7U 40 77 10 12 au GU 60 TU to 30 60 04 42 20 0U 70 1 150 711 62 70 OU tag 00 60 00 go 7D7 101 (10]O 100 275 1 110 76 TO 110 24U 1. 124 07 DO . Mosbnum ehaane6cet spacblg lot all speeds an orto-tanellxoway lapels is 0.1to 120 0) Masimlan chmntluet spacing far e0 speeds on downsbaem tapes is 0.1 in (20 0). All What looms oa as them. " Use an Intssmedlalo and shod-lornl p,djocls for odder one tangent sections v4leso llieto sea no petesmnl tnnkings a wham Iham is s conMcl betwatn eaislmg pmentenl makings end enaone0ta11. On Slate hiphrmys a spacing of 0 in (10 01 Is tecommended tartepet and tangent sections shown an TAO1 and TA.3Z ' lablo CF-10L Mostmunt Spacing of Chotmallaor Spaclnu Speed Ikmll,l f4allmum Chnnnallaar al,ncl,l 1 lupor' Wit lou0on1 Imo Conuicr' Imo JU 0 12 40 U to 4 59 10 TO 5 all 12 24 6 7n 14 20 7 11D 16 37 U' 00 to 35 D IOU 20 40 10 flu 22 44 11 • Maxin rnl ehenno6tet spacing let aU speeds on wo4nnoltwtrvay rotors to 0. ton (20 0). Mmtanan, cl,nanekae spacing to, ao apesdl an dmislweal lope. is 0.1 no 42011). All other tape. are as ahvwn. -'Use an inlesmadulo and short-term pelecis to least and tangent sections Wtoso floes we no pa.amanl..kings of v4wre Iheso Is o conbcl l,4dmesl asislingps ment matkongl and chanrichaots. On Slsto Idairways a spacing of an 110 D) Is feeommandad tat taper and tangent sections crown on TA•31 end TA,3Z NOTES U3 D 30m to 100m 30m to 100m • • }% • if � • - SHOULDER WORK 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 sholl be equipped with .at least two flogs for daytime closure. Each flog shall be at least 400 mm r. 400 mm in size and shall be orange or fluorescent red —orange in color. Flashing beacons shall be placed at the locations indicated for lane closure during hours of darkness. 3. A C14 (CA) "END ROAD WORK" sign, as appropriate 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. 4.11 the W20-1 sign would follow within 600 m of a stationary W20-1 or C11 (CA) "ROAD WORT: 14EXT MILES", use a C20 (CA) sign for the first advance warning sign. 5. All cones used for lone closures during the hours of darkness shall be filled with retrorefleclive bonds (or sleeves) as specified in the specifications. SHOULDER CLOSED nB 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 shall be either Type I or Type I.I. 8. The maximum spacing between cones along a tangent shall be 15 m and along o toper sholl 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. 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. Unless otherwise specified in the special provisions, all temporary warning signs shall have block 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 U914 mm x 914 man © 750 mm x 750 mm ❑ D 914 mm x 457 mm TYPICAL SHOULDER CLOSURE 30 m r 150 m 1 \ ROADNY aR C14 (CA)'© See Note 3 BURIED PLANT 0 SURE PIT QFIBER CALLOtrT REPERENCE QHHIMH CALLOUT REPERENCE CALLOUT REFERENCE 8BUUDUCT TERMINAL CALLOUT REFERENCE 15 FIBER DISTRIBUTION HUB tFOH) ❑ NEW HANOHOLE ©M NEW MANHOLE Y SLACK I STORAGE LOOP —III GROUND ROD 25ahm Q. CABLE IN CONDUIT AERIAL —( POLE ANCHOR ® POLE —� DOWN GUY RISER DETAIL GENERAL I� PROPERTY ADDRESS ® SPLICE PROPOSED RUNNING LINE FDH BOUNDARY --CF— CURD 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 •t—�—{—F RAILROAD TRACKS -- CENTER LINE J ."-, - eMtl.e 4a1 W410 0l u.. a...a.ww4 cos...4.Im. cite ••.ra a•.aen..uws n.wwr w s.,..w.asw•.. •..n•a w s.....u• wNl M rY,L so, yen Do, MMI aa, H-1 wll. Dan , 1.000.227.2500 v.as2oa wsuw s,wla CALIFORNIA mrwwa, ,aowa a.m.. pU,ll; GridN: cnr or conrnosno. aroma 4arna ascsl. .-M. an. ^ �, ouwaao er. JIM DI1i Hfll' aCALE N.T.S. FDN Numb rrtw H VERIZON LEGEND TYPICAL LANE CLDSIJRE — Advance warning signs_ L See Table 6C-3 I See Note 1 0 G H 0 0 — b 0 0 0 m b -� 30m to 100m 30m to 100m 30m to 100m m p WORK EA AR e 0 e a, e ey ������ o 0 d 0 m 150 m 11 1 \ See Note 7 eNu ROAD WORK RIGHT LA 41NE I rtonD wort C14 (CA)ED AHEAD CLOSED I AHEA 0 See Note 3 W20-1O C20 (CA) (RI) 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 © 914 mm x 914 mm © 914 mm x 457 mm NOTES 1. Where approach speeds ore low, advance warning signs may be placed of 90 m spacing and placed closer in urban areas. 2. Each advance yarning sign shall be equipped with at least two flags for daytime closure.. Each flog shall tie at least 400 mm x 400 mm in size and shall be orange or Iluorescent red-oronge in color. Flashing beacons shall be placed at the locations indicated for lone closure during hours of darkness. 3.A C14 (CA) "END ROAD WORK" sign, as appropriate, shall be placed at the end of the lone closure unless the end of work area i4 obvious, or ends within o 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 a C20 (CA) sign for the first advance warning sign. 5. All cones used for lone closures during the hours of darkness shall be filled with retrorefleclive bonds (or sleeves) as specified in the specifications. 6. Portable delineotors, placed at one-half the spacing indicated for traffic cones, may be used instead of cones for daytime closures only. 7. Flashing arrow sign shall be either Type I or Type I I. B. The maximum' spacing between cones along a tangent shall be 15 m - and along a taper shall be approximately as shown in Table 1. 9. For approach speeds over DO .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. Table BC•3(CA). Taper Length C,Iletla lot Temporary Tralfic Conttol2onoc speed 6 Ikmih) Minimum taper Lonalh— lot Width of 011.13.0 m (W ) Mor01n0 L Im) SMning U2 Iml Shoulder U3 Im) Connlcr' U3 Im) 71 21 to 1 7 30 40 37 111 12 30 6D 50 29 tU 30 W 04 42 - 20 30 10 IN 78 6) 30 00 100 o0 60 30 W 203 101 8B 30 too 225 113 76 30 ll0 240 124 03 30 Maskmrm channelizct spacing for e0 speeds on one4unen—it lapels is O.Im tzo n) Maximum ehennalleer spacing lot o0 aponds on dw,nsheam lopats Is 6.1 m 12001. Alloliwrtopen ale es shwm. Use on Inlvrmodlslo and shon•tetm po)eels lor leper and tangent sections veto there em no pawmenl markings of vmae thew is a contact between existing powmerd markings and cnennvdzara. On Slate higiniays a spacing of 3 or (10 n) is recommended for taper and tangent section she m on TA•31 end TA-37 NOTES Unless otherwise specified in the special provisions, oil temporary warning signs shall hove block legend on orange background. California code ore designated by (CA). Otherwise, Federal codes are shown. LEGEND ® Traffic Cone Temporary Sign Direction of Travel Flashing Arrow Sign (FAS) 1 0o FAS Support or Trailer Portable Flashing Beacon Table OF40L Maximum Spacing of Channallter Spacing ' IAsximum ehommebecr spadng to a0:ponds en Ma-Ionx10 >rray tapan h a1m I204 Maximum ehannebeer spacing at an spoads on dotmsueam lap n Is a i m Do n). All other lapels ate as sham Use onlyderrrreualo and ahon•l rm projects lot lope, and leopard suctions vftia Thew Dee no pme em metkmgs as alma time Is a contact bolwraen existing pmmenl mallom and ehonneezers, On Stela MBmrays a spacing of 3 or I10 n)ls recommended lot Iapar and lanpem sectaan .harm on 7A3h and 7A•32. MUTCD 2003 w/CALIFOPNIA SUPPLEIIEN BURIED PLANT 0 BORE PIT QFIBER CALLOUT REFERENCE aHHIMH CALLOUT REFERENCE n aUDDUCT CALLOUT REFERENCE xV TERMINAL CALLOUT REFERENCE FIBER DISTRIDUTION HUD (FOH) ❑ -NEW HANDHOLE M NEW MANHOLE Y BLACK 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 —aF— CURB FACE —EDP— EDGE OF PAVEMENT —FIL— FENCE LINE -- RIGHT OF WAY GUARDRAIL —COM— COMMUNICATIONS LINE —DRN— STORM DRAIN LINE —GAS— GAS LINE —pWR— POWERLINE —SAN— SANITARY SEWER LINE —WTR— WATERLINE i--}—}—} RAILROAD TRACKS -- CENTER LINE a.au.a asw4atr w...ea,.. a arse rr.ms..s" ►. r..w sw.". •r.m,n sa w...l.• Ban w..tu Bee ssar ao .o,s m ricer, asw c.n t 1•800-227ae00 II nrrucxM_ I sue, CALIFORNIA oumss Gridit: .6. FDN Numb" 14 VErRIZON LEGEND LEGE14D 0 Traffic. Cone 1 emporory Sign �— Direction of Travel ® Flashing Arrow Sign (FAS) 60o FAS Support or Troller Portable Flashing Beacon See Note 4 C14 (CA) E81) Rahll aor? {� D Tablo 11CJ(CA). Toper Lenglll C(llollo for TomporaryTsollio Conaal2nnas Snead S (kmll,) MUumum lops, Langlh.. far Wldll. at 011ool J.0 m (W Mslolnu L Im) Sldlll IS U2 Iml al,ostuor UJ Iml Canlllcr• Ln Iml 30 21 10 7 JU 40 JI 10 12 30 Go 60 210 Its Jg 00 04 42 20 Jo 70 flits 70 53 JU 00 100 UO GU J0 00 203 t01 . 0U JO lOD 221 11J 75 JO tIn 240 f24 07 JD . Maximum ehronakzal spacing Im oil & floods an osm-lonetlwo•way lepers Is 0.1m (20 111 Maximum clwnmhzat spacing lot all spoods on dawnslmam lopes, Is 0.1 or (704). All other lepers ores as .harm. - Uso on Inlelmedialo and shod -lens projects for lapel and tangent sections Must that* we no pawmanl markings at whoto liters is o conflict between existing passions markings and essentialness. On Slufo Idghways o spacing of J in (10 n) Is ioeommendad far toper and langonl .actions alsown on TA-J I and TAJ2. Tables GF-102 tAoxlmun, Spacing of Chonnollsor Spacing Speed Ikmlli) Maximum Clionnobsetti .1n lopol• Intl lunge", Iml consist, Iml JU 0 12 J 40 a 16 4 60 10 20 6 Go 12 24 G 70 14 20 7 so 10 ]2 a 00 tit JO 0 IOU 20 1g I1ill.40 22 44 lI Mesimum clumehzel spacing Jul ag spase% on ono-l.nes,wo4wy lepole I. C.list 120 ill.Morinma, maswaliaas srsaeino lot all spoods an dmmslloam lanes Is 0.1 in (20 (1). Juloffset tapes. are as sham, "Uses on Iraalmed sto and aholl•lerm prolocls lot terms and lmfpnl eoc6nns vAlew liters WO no pawmam malking. Of vdwlo sheso to a conflict ho,wem existing pavement samstinat and ehannehzoss. On $taro Idolr lls n spaein0 of J at 1100) is tecosmwnded lot tape, and long.nl sections ohms on TA-71 and TA-32. See Note B �I L 0 See Note ' 10 L L See Table 6C-3 See Table 6C-3 See Toble 6C-3 Advance warning signs, Coa tdnle 1 — — 30m to 100m 30m to 100m 30m to 100m 0 r9 L ♦ fD t_ fp l� o . ,` � 1 ♦ t, ♦\ of *\ Min A .60 m UHR IKJUnl LAIM AHEAD CLOSED See Note 8 RHEA WORK AREA 1% ElO W1-4L W20-1. C20 (Rt) .(CA) See Notes 3 and 5 I PH i El W13-1 See Note 9 NOTES 1. Where Approach speeds are low, advance warning signs may be placed at 90 m spacing and placed closer in urban areas. 2.' At least one person .shall be assigned to provide lull time maintenance of traffic control devices for lone closure unless, otherwise directed by the Engineer. 3. Each advance warning sign in each direction of (ravel shall be equipped with at least two flogs for daytime closure. Each flog sholl be of least 400 mm 7. 400 min in size and sholl be orange or fluorescent red -orange in color. Flashing beacons sholl be placed of the locations indicated for lone closure during hours of darkness. 4. A C14 (CA) "END ROAD WORK" sign, as appropriate, sholl 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. 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 lone closures during the hours of darkness sholl be fitted with retrorelleclive bonds (or sleeves) as specified in the specifications. 7. Portable delineolors, placed of one-half the spacing indicated for troffic'cones, may be used instead of cones for daytime closures only. 8. Floshing arrow signs sholl be either Type I or Type 11. 9. Advisory speed will be determined by the Engineer. The W13-1 Sign will not be required when advisory speed is more than the posted or maximum speed limit. 0 0 ® to to ` o W1-4R MPH nc W13-1 See Note 9 W9-3 W20-1 C4RE1 LANE Rona WORK AHEADCLOSED AHEA N 10, The maximum spacing between cones along a tangent shall be 15 m and along o taper shall be approximately as shown in Table 1. 11. For approach speeds over 80 km/h, use the "Traffic Control System For Lane Closure On Freeways And Expressways" plan for lone closure details and requirements. 12. Unless otherwise specified in the special provisions, the ( 1 /2 L) shown between the two (L) lane closure topers sholl be used. 13. When specified in the special provisions, o W4-2 "Lone Ends" symbol sign is to be used in place of the C20 (CA) "RIGHT (LEFT) LANE CLOSED AHEAD" sign. Advance wo signs SIGN PANEL SIZE (Min) EA] 900 min x 900 mm �B 914 mm z 914 mm © 750 mm x 750 mm O 914 mm x 457 mm TYPICAL LANE CLOSING W/CENTERLINE 4 (CA) See Note 4 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. 1AQTCD 2003 w/CALIFORNIA SJJPPLEMENT BURIED PLANT 0 BORE PIT QFIBER CALLOUT REFERENCE HHIMH CALLOUT REFERENCE 1 ) SUROUCT CALLOUT REFERENCE ♦r,J� TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION HUD (FOH) ❑ NEW HANDHOLE M NEW MANHOLE Y SLACK / STORAGE LOOP III GROUND ROD 28ohm 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 —WfR— WATER LINE i--}--t—t RAILROAD TRACKS -- CENTER LINE Imne iaeaw Masan 41,N&a,) .l a. a...awwal rwa taeartaa a b M ,rsme.n.wn NamMr arw—d awvsa 'aawn111a a.a.wm' lda,nvarN. aw rwraa ww, &a NtwM aan, Cell, 1.000-227.2000 rawcm, ass&,, .TAT. CALIFORNIA MIT. , Tao,ua wm&a Grid": .rtT at a.e16.t. as. wins ,a Nraa, axtro n JIM HltiNgp w M. Oa2NNa0 el. Jill, n, 1;M OF 6a ALE N.T.S. F0H11 Numb, nW V'ERIZON LEGEND LEGEND 0 Traffic Cone Temporary Sign �-- Direction of Travel ® Flashing Arrow Sign (FAS) 6,0-0 FAS Support or Trailer Portable Flashing Beacon See Note 4 C 14 (CA) ENU rtOA0 von Ir D l ablo (1f:.,(CAI. lopat Length Cities In lot Ternlmmiy Irollia Conitnl zanos Speed a lkmth) MS.11n.nS I.P., Lonalh" I., Wldll, at Ol1.13.6m WI M.luma L Iml st.111i"U U2 (ml should., U3 Intl Conlllcr• U3 Im) 30 21 fo 7 3u 40 37 10 12 30 60 60 2u IU W 80 04 42 20 30 7U t60 70 b7 30 00 log Ou 6o 30 00 203 tot OU 30 100 725 113 76 30 jig 240 124 03 30 Meximunt chennaket spacing for all spsods on ono-twow lene ay lopots Is 0. let 120 A) Monmun, ch... clue, spacing 1., .0 speeds an dormsaeam lopots is 0.1 In (20 A). All What tape,, ow as adrenal, use on Inlonuodalo and,hall•lerm pmjacls let toper and latponl &actions edam Ihem ao no pawmenl makings ar wha,e them Is a con4lct Ualwoan existing pawmenl molkmps and chammintots. On stale Illghways a spacing of 3 in (10 A) Is secommanded tot Input and tangent sections shown an TA-31 and TA-32. 1pblo aF•102. Mnxlmum al —Inn, a1 cllannolllor 61—In0 speed OWN 1Anxlnlunl Chann011.101ac1.0 lapel^ ' Intl 1e.Uad Intl Con#Itcr. Intl 3u a t'2 I 3 4u 0 16 4 t41 1? 20 6 G11 lY 24 0 7U 14 2U 7 00 I6 32 U all 111 36 U 100 211 40 IU Ile 22 44 11 ' Maximum alan,raheet spacing lot all speeds on onolonelt—itoy tupelo is 0. 141(70 it). Moeitmlm cllsnnehsat spadttg tat o0 speeds on dwmsl,aam lapels is (Lim (ZOO). All ulhet lepers ae as shams " U,o on intetnladale and shurl•lena dxoloels in, lepei and mnmm section e41elo Illaw am $10 Pa,amenl matanos m wham Islam to a eonael baltmen existing pavement malkin(p ..It Clannatile,&. On $lab Nghways o spadno of 3 In (10 n) Is mcommended la tape# and tangent vcctions .haAn an 7A-31 and'IA-32. TYPICAL CLOSING OF HALF'ROADWAY See Note 8 See Notes 3 and 5 \ C20 (CA) (LI) C20 (CA) (Lt) I :FT LARV LEFT IARC i BASED CIASEQ AIICAII NEW W4-2L See Note 13 �� J w 1M W20-1 ROAD` WORK RHEA / 30m to loom 30m to loom 30m to 1 OOm � L 1/2 L L D See Note10' L L See Table 6C-3 See Note 12 See Table 6C-3 See Toble 6C-3 $ee Table 6C-3 ® 0 o D Advance warning signs u lao n e See Note 1 Advance warning signs, e w See Note 1 I I ®t a C, WORK AREA — 30M to loom 30m to loom I 30m to loom21 j U all. , mG a,�, o �t a I l oIv. pl � C14 (CA) \ 60m ENU ROAM 1YOR ROADS RIGHT LA 0 0 110RK W1-4L AHEAD CLOSED i See Note 8 O ° ® SIGN PANEL SIZE (Min) W1-4R See IJole 4 W20-1 C20 (CA) (Rt) W4-2R PH © NOTES See Notes 3 and 5 See Note 13 W13-1 MA 900 mm x 900 mm y-y IllNid2Lq 1. Where Approach speeds ore lour, advance warning signs may be placed at 90 ITS spacing and placed closer in urban areas. 2. Al least one person shall be assigned to provide' full time maintenance of traffic control devices for lone closure unless, otherwise directed by the Engineer. 3. Each advance warning sign in each direction of ,hovel shall be equipped with at least two flogs for. daytime closure. Each flag sholl be at least 400 mm x 400 mm in size and shall be orange or fluorescent red—oronge in color. Flashing beacons sholl be placed of the locations indicated for lone closure during hours of darkness. 4. A C14 (CA) "END ROAD WORE" sign,os 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. See Note 9 tAPH © 914 mm x 914 mm 1,113-1 © 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 o of a stationary W20-1 or Cll (CA) "ROAD WORK NEXT tangent shall be 15 m and along a toper 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 lone closures during the hours of darkness shall be -fitted With retrorefleclive bonds (or sleeves) as specified in the specifications. 7. Portable delineators, placed at one—half the spacing indicated for traffic cones, may be used instead of cones for daytime closures only. 8. Flashing arrow. signs shall be either Type I or Type I I. 9. Advisory speed will be determined by the Engineer. The V1113-1 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 "Trolfic Control System For Lane Closure On Freeways And Expresswoys" 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 sholl be used. 13. When specified in the special provisions, o W4-2 "Lone Ends" symbol sign is to be used in place of the C20 (CA) 'RIGHT (LEFT) LA14E CLOSED AHEAD" sign. Unless otherwise specified in the special provisions, all temporary warning signs shall hove block legend on orange background. Colifornio'code are designated by (CA). Otherwise, Federal codes are shown. I\/IUTCD 2003 w/CALIF-ORNIA SUPPLEMENT BURIED PLANT (`N BORE PIT IL FIBER CALLOUT REFERE g ❑ ' NEW HANDHOLE NCE HMH CALLOUT RHPHRHNCE BUODUCT CALLOUT REPERENCE TERMINAL CALLOUT REFERENCE FIG ER DISTRIBUTION HUB IFOH) M NEW MANHOLE Y SLACK r STORAGE LOOP III GROUND ROD 26ahm Q 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 —WrR— WATER LINE -I—}—�F RAILROAD TRACKS -- CENTER LINE ITpa,wal neae, aweusn 4awau au. o...n..ae or.Iww... oro Awn se.,oeruel aemk,r Y M lewwe fwlwa e ••wlnl, w W rw• MII I+w114 erywrgv MM L0. Muewral Call l uY e, Ma V,RRON AaaA L,AIY CALIFORNIA mvuwn, ,nv.Ae silos, PO.q: Grld#: cm o, conrwacna. wnle ornnu , sac., ,Issoso or, aw on JltA nI%HOP a•.•• oJItA aP aI9 HOI' aCALE N.T.S. Fa. Numb. anW H NOTES `1/ERIZON LEGEND Unless otherwise specified in Ilse special provisions, all temporary worning signs shall have black legend on orange background. California .code ore designated by (CA). Otherwise, Federal codes are shown. See Note 3 C14 (CA) RNII RO/RD AD ttOR d LEGEND b Traffic' Cone O Traffic Cone (optional taper) Temporary Sign Direction of Travel z- 1 Portable Flashing Beocon ® ga TFlogger Closure: Cones or barricades f 0 Advance warning signs, See Note 1 G O 30m to 100m _30m to 100m , 30m to IOOm , 30m l0 100m O OlC 141 ROAD ulea�' IRfoRK W20-4 hHEAD W20-1'—' �j See Notes 2 and 4 NOTES C9A (CA) \3-4 O REPARED T TO OP TM ee XXXFT Note 10 D 1. Where approach speeds are low, advance warning signs may be placed at 90 In spacing, and closer in urban areas. IT See Note 7 30 m Mox See Note 11 ?. Each advance vrarning sign in each direction of travel shall be equipped with of least two flogs for daytime closure. Each flog sholl be at least 400 mm x 400 ram in size and sholl be orange or fluorescent red-oronge in color. Flashing beacons shall be placed of the locations indicated for lone closure during hours of darkness. '. A C14 (CA) "END ROAD WORK" sign, as appropriate; sholl be placed all the end of the lone control unless the end of work area is obvious, or ends within o larger project's limits. If the W20-1 sign would follow within 600 m of o stationary W20-1 or C11 (CA) "ROAD WORK, NEXT MILES", use o C16 (CA) sign for the first advance warning sign. All cones used for lone closures during the hours of darkness sholl be fitted with relrorelleclive bonds (or sleeves) as specified in the specificotions. Portable delineolors, placed a( one-holl the spacing indicated for Iroffic cones, may be used instead of cones for doylime closures only. TYPICAL LANE CLOSURE WITH REVERSIBLE CONTROL C37 (CA) TRAPPIC CONTROL WAIT AND rOLLOW PILOT CAR ED See Note 9 m LANE CLOSED Cones 30 m Max s 6-6 o — cam, - 0 it ® WORK ARE W3-4 C9A (CA) BE REPARC TO � \\ TOP O B See Note 7C29 (CA) See lit..(�b,(..J XXX FT Note 10 WO e 10 s See Notes 2 and 4 W20-4 W20-1 3C IAtiL� j ROAD ROAD1A j,) (C\ WORK ADVAD AHEAD,,, Advance warning signs, See Note 1 0 Gale cones 6 ' 0 SIGN PANEL SIZE (MINIMUM) El1200 mm x 1200 mm - Speed of 70 km/h or more 900 mm x 900 mm - Speed less than 70 km/h �© a C30 (CA) See Note 8 ED 0 7. Additional advance ftaggers may be required. Flogger should stand in o conspicuous place, -be visible to approaching lrolfic 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 shall be of least 6 m in diameter. Place a minimum of four cones of 15 m intervals in advance of 'flogger station as shown. 8. Place C30 (CA) "LANE CLOSED" sign at150 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 o 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. 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 914 mm x 457 mm 914 mm x 1067 mm 914 mm x 229 mm Tablo OCJICA). Toper Length Criteria lot Temporary 1rot0o Control zones Speed S (kmlhl Minimum 1spar Longth" for W Idlh of Othat 3.0 m (vl Maiging L I. Shl0ing Ll2 Ira) Shoulder U3 Iml Conlllcr' L13 i Im) 30 21 10 7 30 40 37 19 12 30 60 50 29 to 30 60 04 42 20 30 70 150 7o 53 30 so leg 00 60 30 0o .203 191 60 30 log 725 113 15 30 11U 240 124 w 30 ' Maxim= ehanne0ter spacing tot all speeds on oma lanellvp ioy lepers Is 0.11m (20 n) Maximum ehannabLei spacing 101 O0 speeds on dwmshaom lapen Is 5.1 m 120 it). All other topers env as shovin. Use on Intermediate and sholtdelm pmiecls lot leper and lartgenl sections v htio there I no pmemenl makings or vihele there Is o conNO belweo0 existing pacemenl malkings sea ehomlehten. On Stale hlglrriays a spacing oI3 in (10 n) Is recommended lot leper and longont sections shwin on 111.31 and 7AJ2. E10 1� RDAIEINIDYOR C14 (CA) �0 See Note 3 lablo 6F.IQL Maximum Spacing of Chennollitar Spacing Speed Ikm1h) Moxlmum Cbnnnollta, Spacln lopoY Iml langanl Iml Conlllcr' Iml 30 5 12 3 40 0 16 4 so to 20 5 50 12 24 6 To 14 20 7 00 10 32 a BD to 3G 9 100 20 40 910 Ito 22 44 F.11 ' Moalmum ehatimbLu swung lot all speads an ont lendivaswry lapels is aim (204 Maxim= cmMNlliel spacing let 03 spoeds on delmelleanl lopers Is GA m (20 N. AO alnel tapers are es shovar. "Use an let ..edela and sholl.letm projects tot 180el tied learn% eattival vdnto het, ago no pawmem makings or vdlela Iherols a contact between existing pavement matkbgi end ehennehnn. On State Nghi ys a spacing or 3 in (10 n) is recommenced lot %spot and larill sections shim an 1101 and 7A.32. BURIED PLANT 0T GORE PI QPIBOR CALLOUT REFERENCE HHIMH CALLOUT RePeneNCE //� • ) SUBDUCT CALLOUT REFERENCE ruJ TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION HUB (FOH) ❑ 'NEW HANDHOLE M NBW MANHOLE Y BLACK r STORAGE LOOP �II GROUND ROD 25ahm Q. CABLE IN CONDUIT IAiUTCD 2003 w/CALIFORNIA SUPPLEMENT 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 —FA.— FENCE LINE ---- RIGHT OF WAY GUARDRAIL —c0M— COMMUNICATIONS LINE —DRN— STORM DRAIN. LINE —OAS— GAS LINE —PWR— POWER LINE —SAN— SANITARY SEWER LINE —WTR— WATER LINE }-1 o I RAILROAD TRACKS — — — CENTER LINE. nnw,Ynl Mapw 6a maa1M4i11 NIlw aaaaa.a«N awe'a,— a ina A1w1 rwlanwaal NanMr b ti IaaaN aaia,a a •eaaall Y 4wwY`wID H aaal M7w1 pa MM LD. Nuwwe wp Can 1 "00.227.2500 YM a, Dalai va11xOM AILLA a1A14 CALIFORNIA a1neMN1i 1NaNA. aVlaia PDA: Grift anvos s:oNrap.ao. wpa carom uca, in JIM RIS)IOP " aawnso aJIrA ai, IIISHOP SCALE N.T.$. __..- POH NYm4al t 1 !Ii 1 I.. I 1 1 i ' S3T75 i wiii 7� • pgC443ZD t ; • • Fe Caution l mbaCkm msponsit illy ax ft ial location Of ON rid umWas mW suucwm II oWs: CONDUIT SHALL SE PLACED AT A kNNihM.El OF;0 INCHES COVERALL Kg4DMB SHALL BE 1r x 30' UNLESS OTHERwI8E SPECIFIED . ALL CONDUIT ENDS SHALL SEE SLEAI.EA . ALL C 40LM SMALL HAVE A TONEABLE MULATAPS PLAID IN THEM 0, MULETAPE WILL SE BONDED AND GROUNDED EVERY 10W OR LESS 4. FOLLOW ALL VERIZON BONDING AND GROUNDING PROCEDURES COIL FOM AT "INAL AND SOLiCE LOCATIONS AS PER M S P ALL O.H. PLACEMENT WILL BE OVERLASH UNLESS OTHERWISE NOTED 0. THIS DRAWING WAS DEStaiUsa:oAS PER M a P VIA 10. ALL CONDUITS TO BE USED ARE 12V UNLESSOTHERWISE SHOWN. CALL': CN I L.C,AN i oft . M1NM Krlf g..w 44"0 CALLE ARROGA r�rwwrwrr �( wra�rrrerrai•^ p naaarr�.a PL 1�' PVC 50' BTL� I vw 1-1 wwl m a•,ap •alr,..rrrur d. arM, FL FIN 432 I •iw..wrr. FL FOH M HAND HOLE ASMALY N a� 36*='AW-Mf I1014M I -� ulaaaww PL 23Q QROUNO � • ..r -} aaaaaw 17► 1m .a.da •wMr, wwa�a..a�aus ' www.r..r •w— arrara -aer•- asrara�r ---- •rww.r wa svo .. .a..ra 1 -aY� Mid �f0� f1�11i 1 ...a.r .; OEM IM SURIED PLANT: O em PIT cm wwl m ® PULLsc 0 ►Irurmu 0 PwmvL xFON LOCATION Zz OHMS GROUND ROD AERIAL ® PLANT. Jolw POLE (� VVUQN ONLY POLE wwm GUY AND mom PHASE 2 CONDUIT DRAWING: VERIZON AREA: SOUTHERN STATE: CA DIVISION: WIRE CENTER NAME: LA dku)W'rA W.C.#: o- EXCH CODE: RMT. CODE: WO * 7PFA08S RELATED WO it. 7FFAa AF CONTROL #: soli WO TITLE: Frrp sm N4oty FSA TAX DST: AWA TWP: I RNG: SEC, I SAL: FILE: REV #I REV. DATE: REASON FOR CHANGE ENGR: WD: CADD:' a, 8 30 ora DRUG BY: Rg• �'i2�AIt-sO11 ENGR OFC PH #: APRVD. DATE: E-tt�oL'o E: NTS PRINT # OF 11