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7065
Finance Revenue Code E-1 T4ht 4.fWQu;"rw 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 #21 / Calle Monterey & Ave. Carranza / WO0543- 7PAOBQ-H4015 PURPOSE OF CONSTRUCTION: Install PVC piping and various sized hand holes for fiber optics DESCRIPTION OF CONSTRUCTION: See attached maps and plans EN74,MU 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: $64,000 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS: In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777- 7075. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. CUT UT Now 4a,tPc'�. 40: PAMA wa2c / Zee� 174 --0252- Signature of Applicant r 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. TBA TBA Contractor's License No. City Business License No. Applicant's Insurance Com FEES: Subdivision Improvement Permit - d Minor Improvement Permit - Class Inspection Fee Permit Fee As -Built Deposit Cash Deposit -Surety Bond, if required TOTAL $1 $100.00 $0 $0 $ 2,020.00 MAR 29 Policy Number Public improvements: 3% of estimated construction costs 'rivate improvements: 3% of estimated construction costs See attached schedule PERMIT NO.7065 DATE APPROVED: MAR. 2Fr zoo? EXPIRATI N DATE: M411. .Z 2008: BY: Administrative Authority �r .. ���. �� �"ff _, a PUBLIC WORDS DEPARTMENT MAR 0 Z007 APPLICATION FOR PERMIT rUCOLIWORKS Date: Tract No: see attached parcel maps Project.Name: 0543 - 7PFA0 3a - H `i(j/5 Vicinity: 25' ti/0 C_ALCL- HO. TgF.GY i 3 V L,)/b QlWMDA :ut►2PAAtZI� `Purpose of .Construction (Ex: Rough Grading, Offs& Street: 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 Dimension of Installation or Removal: See attached maps and plans Approximate Construction StartDate: Approximate Construction Completion Date: / Z-_ i - c7 Estimated Construction Cost: $ �{3 Go a Estimated Construction Cost shall include the removal of all obstliuctions, materials, and debris, back -filling, compaction and placing permanent. resurfacing and orreplacing 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 Lieense:N.umber: Contractor City:Business.License Number: s A'COPY OF THECURRENT INSURANCE CERTIFICATE MUST B' E PROVIDED Applicant or Contractor General.Liability:Insurance Company: Applicant or Contractor General Liability Insurance Policy Number.: Office Use Only: Inspection Fee: ` C Q Pcrmrt Per: 1 00 As -Built r/, - Deposit: Dust Control Deposit: Credit ZD Office Use Only: Assigned Permit:Number: 7o6 S Approval Date: Expiration Date: Issue Date: -Admiiiistrative-Authority. TOTAL FEE DUE: 0 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 760-5674162 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 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 H4015 PICTURES C E N)� [ A 10C11111010gW& September 7, 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 #0543-7PFAOBQ-H4015 Location: La Quinta, CA 92253 — Avenida Montezuma *Avenida Madero *Avenida Juarez *Avenida Rubio *Avenida Alvarado *Avenida Diaz *Avenida Obregon *Avenida Carranza *Avenida Ramirez Calle Colima Calle Monterey *Lane Closures Materials: Conduit 4" PVC 5 0 ft 1.25" PVC 4.& ft 1.5" PVC ft 2" PVC — ft 1.25" Shadow.Conduit 3tlr�fa� ft Boxes - 17" x 30" Hand Holes-2 l` 24" x 36" Hand Holes 36" x 60" Pull Box 15" x 20" Hand Holes 0 Construction - .Bore Footage �{' . 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(D as e� 39�/ S91 471 ;93$ Z// S god FQ ®aa o o£ at Z loot „/ Qbaos a>c p� 0 — 37709 Dora d5 f J 0 090 -Oa0 900 -Oa0 a9-9a 90- 0LL a7ND?/d10�7 099 M,�¢aP.a s VQ/N3AY a o uss a rr ar es as cr .s aS 47r IM to m �p7 Qa NZ ®effFIT �� 05 O© s y4 O O O ® O O I ve ort ee. es ec u o H va ao76 O Q .t ~ o N031 W e97 PVWAV � p n t os eS aS aPF P.VF 9/ © ® O leg ®O ®N 0 0 4 1WOO N B E a p p 1 P w QOD2IVA7D' ��� p'Ob1/3/IY' 0 *� O n w p o .use -4 si N' e o 0 0®®� !� o ®�ti• � S o eo �► 070 n � � � d, •. h � ro 1\ b of $ N e0000�°0000�- NVI N a4 a b ftt t bell 1I10 740 n �- � K O• W ® f�f�. �7 � � � v1 ® I O �a ►� ® ^ ® m © �11,��yJa O vO 0000000000�D )O 7� 4' re e9 e8 eg os a e o 0 Q a I � 4li J V J v et e; Q w � a a y VQ/N3AV n • h kit _ O 00 00000� �DOOq ebb Ab ofN � pOO�DQ l]UNNM qj 000a 00 Q k n �1 (�a on�oaa rr� o o� F e.--F `o 0 N 7`5 b o a Imo` P I oai .i q ! e 3AId0 ��' (o�aS aP 'Vj a MW ON3SW ¢ a e eo ©o ® ®.®moo AO 0 � O'd3dd3N oq9 a V417WAI ^ o A o W �1 h v g of of y= W e � i a o V O i -oao b to-oao i g e M o C a og ,oryo®®o® ©®eo® ti°j N O aOl 0 o� w o aOy ,V�o7a o e m 0 "— 011,MVA 0 �g Vo/N3n0' " + 0 ry 3 p Z3&1,Nvd o99 VO/N3elV f �- aio Wtt eo °' � N a •f M y b. � � �o�oo�o� e y Qi � � � i W o o,®©o©Q• 17 ftr P OS D9 OS 09 1 -9 ~ O o m 0 raia3�v R o `N n of I t isti,� $w 7��a a 4 :_a City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 7065 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 andother 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 %") 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 (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (5) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall' be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior.to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( " N/A " ) inches of A.0 surfacing placed on a ( " N/A ") inch ( crushed ) aggregate base shall be placed no later than ( 5 ) days after completion of temporary road repair. . ❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. ® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. ® R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or equivalent tot the surrounding, ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. PERMIT NO.7065 Verizon Fiber Optic Upgrade #21 W.O.0543 — 7PFAOBQ — H 4015 / Install PVC Piping for Fiber Optics/ Calle Monterey & Avenida Carranza 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 pennittee 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 closelynzatch the existing paved areas in color at the discretion of the City Engineer. A finish product with a checkerboard appearance will not be accepted. 7. The pennittee shall maintain the existing pedestrian path of travel and midst maintain ADA complaint pathways leading to areas for use of public transportation systems. 8. No stockpiluig of any materials will be allowed within the City R/W.. without an approved pernut explicitly stating the use for stockpiling and/or storage. 9. The pernittee 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.7065 Verizon Fiber Optic Upgrade #21 W.O.0543 — 7PFAOBQ — H 4015 / Install PVC Piping for Fiber Optics/ Calle Monterey & Avenida Carranza C. Suggested alternate routes of travel d. Phone numbers and individuals for questions and answers with the city being the last phone number, (760)-777-7075. 11. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 12. Verizon and TBD Contractor, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 13. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 14. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1,1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (ie any 4 lane street) before 8:00 a.m. 15. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the Riverside .Country Traffic Signal Maintenance Department at (951) 955-6894 if signal operation at the intersection is to be altered in any way. 16. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), Permittee shall assume responsibility for repair of any pavement damage to any public of 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.7065 Verizon Fiber Optic Upgrade #21 W.O.0543 — 7PFAOBQ — H 4015 / Install PVC Piping for Fiber Optics/ Calle Monterey & Avenida Carranza 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 .pennittee 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 v/hq/traffops/signtech/mutcdsupp/pdf/CA-Chap6A-Chap6F.pdf, respectively. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be maintained at all times. Special Conditions Page 3 of 8 PERMIT NO.7065 Verizon Fiber Optic Upgrade #21.W.O. 0543 — .7PFAOBQ — H 4015 / Install PVC Piping for Fiber Optics/ Calle Monterey & Avenida Carranza 20. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422- 4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. 21. Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. 22. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing performed by a city approved material testing firm. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Engineer II at 777-7047 to determine the city inspector's phone number. The inspector shall determine the number and location of the test location/s. The above testing does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Materials testing must be performed under direct supervision of a California Registered Civil Engineer. 23. The issuance of this permit and the City approval of the related construction improvement plans do not provide a vested entitlement for all design parameters that may have been utilized for the plans. As such, plans approved for this permit may be "at risk" for further modifications as it relates to any follow up improvement plan requirements as required by the city or existing errors & omissions by the architect or engineer of record. 24. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, the name of the City approved contractor, who shall submit to the City the following items: a. General Liability Insurance Company and Policy Number b. City Business License c. Contractors State License Number 25. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Engineer II) of the private land owner whom is being encroached upon. 26. Prior to performing construction work and closing any lanes in the Public Right of Way, the permittee shall call the City at (760) 777-7097 at least 48hrs prior to work and request an appointment for a preconstruction meeting with the City Inspection staff. 27. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall inform the City (Inspection staff or 777-7047) of the name and location of the certified dump site. Special Conditions Page 4 of 8 PERMIT NO.7065 Verizon Fiber Optic Upgrade #21 W.O.0543 — 7PFAOBQ — H 4015 / Install PVC Piping for Fiber Optics/ Calle Monterey & Avenida Carranza 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 I1. If the archaeologist determines the site note to be required to be observed, please submit a letter signed by the archaeologist stating their determination. 29. - If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, an approved traffic control plan at least 2 weeks prior to start of construction or parking on the paved R/W. 30. The permittee is required to provide an informative message board (approved by the City Engineer) informing the commuters using the affected public Primary Arterial roads or heavier traffic of possible traffic delays, time of construction, and if possible alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays. 31. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 .(part), 1982), backfill compaction within street rights -of -way shall conform to Section 306-1.3 of the latest edition of the Standard Specifications for Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein; is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory Special Conditions Page 5 of 8 PERMIT NO.7065 Verizon Fiber Optic Upgrade #21 W.O.0543 — 7PFAOBQ — H 4015 / Install PVC Piping for Fiber Optics/ Calle Monterey & Avenida Carranza 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 l" 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.7065 Verizon Fiber Optic Upgrade #21 W.O.0543 — 7PFAOBQ — H 4015 / Install PVC Piping for Fiber Optics/ Calle Monterey & Avenida Carranza Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. C. Permanent pavement replacement shall be installed using a City approved 1/" max medium asphalt concrete as the base course lift and a City approved''/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. 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. 7065 Verizon Fiber Optic Upgrade #21 W.O.0543 — 7PFAOBQ — H 4015 / Install PVC Piping for Fiber Optics/ Calle Monterey & Avenida Carranza 39. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages, delay costs, costs or expenses in law or equity that may arise out of work under this permit. 40. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the permittee shall postpone cutting the pavement until the intended third party has acquired a permit from the City to perform the required restoration work. Special Conditions Page 8 of 8 r VERIZON LEGEND BURIED PLANT O BORE PIT A ' Q FIBER CALLOUT REFERENCE NWMN CALLOUT REFERENCE . L �`!- ce ^ l - J SUBDUCT CALLOUT REFERENCE SU( • . .. TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION NUB (FOH) . ❑ NEW HANDHOLE _ NEW MANHOLE . - - PL 50' 1-4" PVC STUB •. n® I Q SLACK I STORAGE LOOP ' . . ENV 1-1.5" SD "'III GROUND ROD 25d"n . PL FDH 432 I Q CABLE IN CONDOR . AERIAL PL FDH 432 HH ASSEMBLY 36"X36"X36" _ • I I - —Q POLE ANCHOR PL 250 GROUND ® POLL . 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P DOWN GUY mvrwr- ` a wi _IpLM1 NAOYIMCO aoDLMMuerIDM wIM]wtrroM RISER DETAIL _ wlLDai/w MWwaeeMYT L COR►RACTON 7D O•rA/FA pAfUwWIIOMa/FOODMW-i1/i►9Mff P0WrARZr7WMC ewLeowNULAMaNcnaeLM7msr-rA LouaoavreveTFawFIMaLl7sADMDrmrr7MwMelra®rr. q GENERAL PM� PM r CCIML4CFDNSFMWrMWGWUWJM MUArAumma LMTwP� MMN.eM LMMTw� OwN/ ® PROPERTY ADDRESS L TRAP"CE C'OMTMOL TO AVANDn IBMED M/rM7R WA;6 RAMOCA"eP Tfff"e AS Y=ff= ON WON F�M SPLICE A CaI&I'MU MpMAIm MMMMU tMU• u 70 COWFUM W MFENa:DM JEL9P am emrMraltrnmAylvim �•--/ PROPOSED RUNNING LINE °iNM�ra� TO CON7RAC7DN TDufOVTMWDMaLMIIIION /O I,AVTWJV1EPNM01111GCl MpIWATURVU - a4Tuwr: OE a"macvz HPO INBMN. EPm�tmD•MALLa MMrsuLTM FDH BOUNDARY EBT Wff" wnLcatawcrwrn-ED LMDMMMR.7la7DaEfEIMMmvTrEDaerunolwALcavulcrlvn/Mpole•AOE'NEu alHfr•®7D rMttNm �.F- CURB FACE � ROSE PN�ennaMNL 77. w4MSID1e�aNFTNLsOQ♦TDRQ/[ACeDMBCIR'COMaR/PCAC�t:iOl. 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TD TLmTriMea�•rawPLawaAo: RAILROAD TRACKS n wMwcawrAMAw MtITTlmCAMLe C4sIeolTorAmrnlTa(_)AAMIOrr TDMIwMOLEq IrLr M wLam nmllr:xAlm ASAr►orrmllmMrw/MawopLT•a mrsMsrMFrwwrMLLrPMDN --- CENTER LINE rNrcr m MMMOMEL ALL DOOM Fw MMMLOrCMMN=MMMOM[t TOes TI QOIOrM VARSEJ :pmwN wwr. M.cIMe ttMYMi�]Me-Ow�mN / NL a R/. /@t/MO PACAIfrDOCTAa OMI1MMf9OLMM•TMECdw7MLCIOT APDTMRLl.OLTWr Pwrai TTm►NU1reE Cµ I.4ln� OIF Mw1IP bMasmw'wu _ 7F1C0 Omi. FisIX RILL � Mrwlal NlM FED OCCIA/TAfICr Ylf•MLww /® a MOOt}Dm COTMm/NDL MlaaeMfAMEMOMN►sMMA LO1FD asw{An TD /Ewr/MpIMD1 0 1Meitb Mr.Y6 M TO OIPNwf L0. Nraeram LaeAIMMeePRON•//LMMMMMN.tcTm QPMNpIL'MIRAMCRNM LIALOIOPd ulaeTBTeRDe senlMee AM a A = XdWrwO®A"M SM&M atBLNwnmwnqm sFFJgAIm®Tpp �� /saw� AL. AUNADTLm 7rMMMMO•TDMrar�MmreuamaNraemaFormnueT/mm7m,7pr, tabcaffouffitE71111INFIEW • COPIER ALCOMMACTOR Tp Y[lp►wAU TD IrA4 AMAol s'w4 MelmaO{KTl7lOCrMamaNM�FTi �� �+ NEAFIML'MBITI MROMECOMIID 7D TrMMEAMINTIDOT: fTra � �� rN .a AXVDW IN MALLMMMLL LmAteMmrTt WMVZTIOMAWLriY770NrmalLMlDta16 ..r.:. ■F aMOR D./YCU;70L7PM/WQ®FWLMOIUNCKTMDIGTED '� . .,5. :,I. . AL41 gdTawLt TILRlmtatrm GtaOOYL Ms-, J- - Lra•I C w� a MNmAlluMlr7DesLawMaMloeemwMeA/aa w7mvaummor�FeprmDAr7MlsMw,Iyr�'>::i;�: C.0: 1�o0•I27-2600 tLLArsOMOMIaptMl0. ''+ :.:n:^ 2XENQWX9 PLAN m 77NLruAIDmPrIMmTmamuae3uoounMa,ere TYPLCALFOR USING - mus"NO CONDUIT N. OamORpBI}LEITICMPNILDMAID Cow! LOT/rwMlf'RM7 N4rMlQDL@LOC4TIONP TDMe M100MOMMMMw1 r--'vocvar.aeoF/ rvoolvco�.-� mwr..ml . Osr�BMMDsrrISQOM•f0/E070q ewnueral70 MMraaa I.TJeeFrM.vrmfl[1COIom ' a pweM_PI4Dc_•40Da.OL> _;AND LLTtPOPOOI�-� � �RIILri . ' a /•rMrrm TAwemwwemwaTa 7lmoLML4wNMeoaa wDa eaMcorMMm AwmrwarsrLw Aw 7rAtOM11m C41i6 TImrJlM4CWLmeTIa Iops)ropwr4 Ira.m BOASF!Ts IfAEmTfQ1B ILACTIIENTDETA2 >< MCILmMrwLPEs�DTI TD COLIMO•T4MpMteOEL7ETrAlm IfACEMr11Fr. COPTiLCI CDWdi1<N.7yOMR07EM aiLNpIr7W'e MMCOmt i�ai NMm�]LOPlPM7M01IwwDILM ON 7DwDEPCIRIMp14RO COOMC710N MMO4w PMMMMRAR/NOCOO/MR-IIaL TELOnOImrrMNfF>t _ F�raMIWr/4/NOe1L TOlNlwsvi 7rRaOTMr MRPNwtf]pwLap]wYGOMtlMv�M 1ML VARY ' m MO102PNOmlfAw2210r. wM>N wMON�PTIw McLINI MMt•IIDGtfPM� L7wTM0 AM]IOMweO]MQIMTMIN®MNP miOrlRw a SOY►MMTOCOb;WMMWCCN=TICWorn cffrcrmg rA. 1caOwo 7CII1r]wlptMMMSAMYLmpMMMN OiOINMQIYIF 101f00/IMwYLrI000fI. ' YLe RYc rDl¢oN 41E11 MT4Te CALIFORNIA awe.ralwvMSlaMsa.Mr, OF. CONM4f.70Mt19LMO/dmAM►O489MmaI Or/QMIISEOMigRATEM STMO'M4 MYEE/M]FF7NLsm140R RA®MM7 LNclA coLMfEM4 MwrMOiACI�MrwYL ssOamMilmtlllslSLCIIOOaT/m �q AOICOYYrYOM COTwR'ASYOLl4'A MMMo•ptM ' Pg.#:879 Grid#:=2 a L4J=ANrEmmMAWrOOP&RMAMr.�,MYu&bUeWgrr7msrwTlI, ro,mPROFILE 1�� LOpLA07NMVJK TrMLDerMMMrMMorMlmarrmmwpca taNMTD i--M,.Ma urrw wNTlml Nw LA QUINTA a CONMRACTO•tlwa wrwr M.i.:._ArT/m TNm7Me ITSPDr COtTDMIR,AS, s4ssAMEPYCea MaNOw TD Me/NOYMl9KWJDZON. roeaer. MLww rm LA QUINTA LA 0543 LNDIIRU/IISNMOSII1mT0 teONNLmm NRIMA t;-SrraRaAm MaMAImwOAOTDIIm MIMA wwTe�I6 PROPOSED MO' clewe0 m en JIM BISHOP 7PFAOBQ TTIICAL YAp/Y/LOfJ07POPTAQ pa DETAIL FOR UWKQ ' pp OL.p R =07A1106 OF416NED Pn 7FFA6AF eI JIM BISHOP SCALE o7IwD6 N.T.S. Trttn. FDH Number CWNrI' OF RIVERSIDE H4015 ENCROWICIUMT PE"IT FTTP FIBER DIET. ROUTE L-A Or 4 VERIZON LEGEND Iablo CCdICA). Topoi Lan01h CilWIs for lompolety Ion Ilia Con Ilot meat Speed s (timth) 141nlmutu leper Lan011i" for=11. of Off.[ 3.0 al (wl ' IsalUlsu L Iml 51,111ing U2 Iml SI,oaldsr W Iml Conlllcr' U3 Im) 31) 21 10 % 311 41) 37 to 12 30 fill 50. 20 10 30 GU 84 42 20 30 70 150 70 53 30 till is0 00 50. 30 00 707 101 (10 30 tar)22`u 113 7fi 30 liu 240 124 U3 30 • I4odmum elus-ebw spacing Is, a0 speeds on ons.leneltwoway lapam is O.trn (20 d) Mestmum ellanneluer spacing lur all speeds on d—Itaem tapers is 0.1 m (20 8). All other lopes a,a as sham •• Use on Irdarmadtata and 111o4•larm ptoloda lur lopet and longenl sections v4telo theta s,a no pevemanl malkings a mane theta is a conflict belmen existing pawntenl makings and she—lita(s. On Slate highereya o spacing al3m mm (10 0) Is recommended for leper and tangent sections shown an TA-31 and TAJ2. ' ladle 01`40L mochoual 8paclno of Channellsor Spoclou Speed Ikmlh) IAax1111U111 CllaanallLar filler G111 I lapo,' tml loaponl Iml Ctnsuicr' Intl 30 0 12 3 40 0 IG 4 50 10 70 410 12 24 G 70 14 20 7 oD 10 37 U 00 10 36 0 100 20 40 10 IIts 22 -44 11 • Macimuni channobect spacing he a0 speeds on eno4onall oVtay lopole is a. tin (20 is). Me 01—1 elmM99LCI slaeallg 101 as apaads set dmutsboam lopam to 0.1 its (2011). AU other tapers ale es at—, •• Uso on Inlanmonkalu and shod.latm poleets lot toper and langenl sections vdlana than use no pavement (narking: of v4lane theta Is a ee,IMcl between exislm0 paromanl metktn0l anti channahaals. On State Idghwaye a spadn0 al 3 m (10 Ol is (eeommendad lot tapat and lon0eal sections at— an TA.31 and TA•32. U3 30m to 100m 30m to 100m e SHOULDER WORK A W21- NOTES 1. Where approach speeds are lour, advance warning signs may be placed at 90 m spacing and placed closer in urban areas. 2. Each advance warning sign shall be equipped with 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 lone closure during hours of darkness. 3. A C14 (CA) "END ROAD WORK" sign, as oppropriale, shall be placed at the end of the lane closure unless the end of work area is obvious, or ends within a larger project's limits. 4.If the W20-1 sign would follow within 600 m of a stationary W20-1 or C11 (CA) "ROAD WORK 14EX,T MILES use o C20 (CA) sign for the first advance warning sign. 5. All cones used for lone closures during the hours of darkness shall be filled with retroreflective bonds (or sleeves) as specified in the specifications. SHOULDER CLOSED 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 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 Lone Closure On Freeways And Expressways" pion 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. 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 are shown. SIGN PANEL SIZE (Min) 0 900 mm r. 900 mm © 914 mm x 914 mm © 750 mm x 750 mm QD 914 mm x 457 mm TYPICAL SHOULDER CLOSURE 30 m r 150 m ROADNYOR C 14 (CA)* See Note 3 BURIED PLANT 0 BORE PIT ' I QFIBER CALLOUT REFERENCE a^ HHIMH CALLOUT REPERENCE SUBDUCT CALLOUT REFERENCE 8 TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION HUB (FOH) ❑ NEW HANDHOLE NEW MANHOLE (© Y SLACK I STORAGE LOOP —III GROUND ROD 25ohm O. CABLE IN CONDUIT AERIAL —Q POLE ANCHOR ® POLE --��j— DOWN GUY { }— RISER DETAIL . T 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 —OAS— GAS LINE —PWR— POWER LINE —SAN— SANITARY SEWER LINE —WrR— WATER LINE {—�--F—} RAILROAD TRACKS. -- CENTER LINE nnKN.l M.Itr s.w.e 4asa4ass a.r l,r.aww,.nwd :ee..esel,aa • alT Mal la,lllla�l,a tiva4wr ere w l.wa l�Iw.e •sa,,,,ll W aaa.ws.` Mtl M tiK aer yvwr qp Mw1 W NaeMT aen, u u e, w. V111QON MYA eT41Y . CALIFORNIA mnelon, Tnatue aurae. PD.113 GTidq: Cpr of COnTAOt na. wave erne err a1tCM1 stssnao ln, ^"•^^"^• sn JIfA tlISHO1• ^ " , a ulonsv er, JIM 11ISH01. 1 8CALE N.T.S. FDtl Numb inset H VERIZOIN LEGEND _ Advance worning signs_ See Note 1 30m to 100m 30m to 100m Oe� tl ROAD IYORK RIGHT LAI AHChD CLOSED RHEA ❑ B W20—lO C20 (CA) (Rt) See Notes 2 and 4 N❑TES 1. Where approach .speeds are low, advance warning signs may be placed at 90 m spacing and placed closer in urban areas. 2. Each advance yarning sign shall be equipped with at least two flogs for daytime closure.. Each 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 lane closure during hours of darkness. 3.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 1; obvious, or ends within o forger project's limits. 4.11 the W20-1 sign would follow wilhih 600 m of a stationary V120-1 or C11 (CA) "ROAD WORK 14EXT MILES", use a C20 (CA) sign for the first advance warning sign. 5. All cones used for lane closures during the hours of darkness shall be filled with relroreflective bonds (or sleeves) as specified in the specifications. b C20 (CA) (Rt) TYPICAL LANE CLOSURE ter. See Table GC-3 0 6 H 0 O ® O � ® O O b a � m a m to 1 DOm a WORI< AREA 61 o�a See Note 7 W4-2R See Note 10 6. Portable delineators, placed at one—half the spacing indicated for traffic cones, may be used instead of cones for daytime closures only. 7. Flashing arrow sign shall be either Type I or Type I I. B. The maximum' spacing between cones along a tangent shall be 15 m and along o toper shall be approximately as shown in Table 1. 9. For approach speeds over 80 .km/h, use the "Traffic Control System for Lone Closure On Freeways And Expressways" plan for 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. r 0 m 150 m ENII nneN kart C14 (CA) See Note 3 SIGN PANEL SIZE (Min) AO 900 mm x 900 mm ❑B 914 mm x 914 mm © 914 mm x 457 mm Teble 0C.3(CA). Toper Length C,Il.d. lot 7e,nporaryTeafrie Control 2nno. Speed S Ikmlh) 14 inIsper LenO1h" for width o1011.13.6 m AN) Merging L Ica) Shining U2 (in) Shaaldor U3 Im) Connler' U3 Iml 30 21 to 1 7 30 40 37 10 12 30 so 60 2U tU 30 GO 04 42 TO 30 70 150 79 53 30 60 too 00 60 30 go 203 1of as 30 too 226 1 113 1 76 30 110 240 1 124 P 03 30 ' Maximum ehannalieor spacing for all speeds on one4anell-4lay lapels is 0.tm 120 (1) Maximum channalizer spacing lot an spseds on doemsiteam spats Is GA as (20 it). An offset lopen sto as shorm. Use on Inlennedialo and shon•le,m ptolecis lot leper aid tangent sections rmol. the,. 6,e no pasemenl malkings o, whose theta is o conrml bolrioenoxisling pavement makings ono chemsahien. On Slate highnays o spacing of 3 in (10 it) Is recommended lot lapel and tangent sections ■harm on 1A.31 and 7A.32. NOTES Unless otherwise specified in the special provisions, oil temporary warning signs shall hove block legend on orange background. California code are designated by (CA). Otherwise, Federal codes ore shown. LEGEND a Traffic Cone Temporary. Sign Direction of Travel Flashing Arrow Sign (FAS) 6,0-0 FAS Support or Trailer Portable Flashing Beacon Table 6F•t0L Maximum Spacing of Channalkist Spacing . Spood Ikmlh) Moxlmun, Cllenn.11to, Spncln lapel' I Iml lung at Iml Conincr' Iml 30 6 12 3 40' a 16 4 So 10 20 5 60 12 74 6 70 14 20 7 00 t6 32 0 0U to 36 0 100 70 40 10 110 22 44 11 ' Maximum ehamseaiae spacing lot no speeds on ona.laneflk Tsar tape. Is QAm 120 a). Maximum ehamehier spacing lot all.peds on danmsboam lapen is (.1 in 0001. NI other lapels mo as shams. ' Use on Iniettmalmo and short-term projects lot toper and larmenl sections whole then ate no pmemem markings as "sno time Is a contact bolween ealsting p.Rmeni merkbsgs and ehonnekien. an Stela hlphYmys o spating of 3 in no n)is ieeommanded 101 lapel and langerd Stilton shormon TA.31 erd7A•32. IAUTCD 2003 w/CALIENRNIA SUPPLEMENT BURIED PLANT ( ) BORC- PIT QFIBER CALLOUT REFERENCE HHIMH CALLOUT REFERENCE l J BUDDUCT CALLOUT REFERENCE TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION HUD (FBH) ❑ NEW HANDHOLE (O NEW MANHOLE ' Y BLACK I STORAGE LOOP GROUND ROD 25ohm Q CABLE IN CONDUIT AERIAL —Q POLE ANCHOR ' ® POLE —�— DOWN GUY RISER DETAIL GENERAL ® PROPERTY ADDRESS ® SPLICE PROPOSED RUNNING LINE FDH BOUNDARY —CF— CURBFACE —EOP— 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 ' }—}—}—f RAILROAD TRACKS -- CENTER LINE In.eerYnlaMls Menu, ailY.alr M,M agr.nr,rrvl ..meal to M IaYrr4luY. e •rer,nll,e aw year p. N.,l L0. aanwr rla Call 1 1.800327•2600 CALIFORNIA m saws r Grid#: .Ina-m- I .xaY, VERIZrON LEGEND LEGEI4D Traffic Cone 1 emporary Sign x;fp- Direction of Travel ® Flashing Arrow Sign (FAS) 000 FAS Support or Trailer Portable Flashing Beacon See Note 4 C 14 (CA) �fi1) ROA = O Table 0C.31CA)• la pot Lonoth Clllasla for TompororyTlallia Conlsol2onos Mlnrnlun, toper Longlls" Int Width al 011enl 3.0 ns IW Speed 6 Iknd10 Willing L Ind 61d111"a Lr2 Iml al -lust U3 Iml Conlllcr' L13 Iml 30 21 to 7 3u 40 W its Ix 30 60 GU 2U Its 30 Go 04 47 20 36 70 16U 71) 03 311 00 "a U0 0U 30 00 707 101 Oo 30 100 725 113 F 75 30 110 740 174 1107 30 . Maeinsum ehonnegict apaeing to all apaods on onedoactlwwvay lopen n 0. Ins 110 0) Moxtmunsclwnnohtot spacing lot all apaods an uwmsuoam lapels Is 0.1 m 170 A). A4.1het lopers a,a as shown. "Use an Inlermediato and shod -lens psolecls lot [ape( and IongeN sections Idles Ihmo a,o no pewmont makings of whose liners is o conflict between existing powmenl markings and ellannehtolt. On Slolo Illghways o spacing o13 an mm 110 011s locoendad lot lope# and tangent sections shown on TA-31 nM T!W 2. Advance warning signs, Ce-hln{e 1 Table OF-10L MoslmOnl Spacing of Cllnm,ollsor speclnU - Speed lemflll Meet .n nl Cltan n-, 5pocIn lapel' Intl lanoanl Iml Conlllcr' Im) 3U G 17 3 40 U 10 4 50 10 20 5 W 12 24 G 70 IA 20 7 an Ili 37 0 00 In 36 0 1W 70 so IU lip 22 44 11 -- .l un chonnehze, apaeing lot all spoeds on one.lanch-4W lapels Is Mint (20111. Ato.inlua, chsmltla as coating tat all spoods an doanslmOm lapem Is 0.1 to (20 (11. Al .11"I topene em as ellwm - U10 on Imotmadato and uhalldetm Projects lot tepet and Inapent eacaons vAnno Theta use no Passamord markings as v4uno Hunts is o conflfcl oetween oslsling pavomem melkin0, oml chsnnektan. On 61Wo IA011wrys n spacing of 3 an 110 it) Is taeamnsended lot lopes and longem sections allalltl an 7A.31 and 7A•32. . See Note 8 L D See Note 10 L I / L See Table 6C-31 See To le 6C-3 See Table 6C-3 30m to t00m 30m to 100m 30m to 100m to fD A Re IFI p oL o \ A ROAD WORK 410E0 CLOSED See Note 8 W1-4L W20-1 C20 (CA) (RO See Notes 3 and 5 XX MPH I Mn W13-1 See Note 9 NOTES 1. Where Approach speeds are low, advance warning signs may be placed of 90 m spacing and placed closer in urban areas. 2. At least one person shall be assigned to provide full time maintenance of traffic control devices for lone closure unless, otherwise directed by the Engineer. 3. Each advance warning sign in each direction of travel shall be equipped with at least two flogs for doylime closure. Each flog sholl be of least 400 mm x 400 mm in size and shall be orange or fluorescent red -orange in color. Flashing beacons shall be placed of the locations indicoled for lone closure during hours of darkness. 4. A C14 (CA) "END ROAD WORE" sign, as appropriate, sholl be placed of Ahe end of the lone closure unless the end of work area is obvious, or ends within a larger project's limits. ,WORK AREA Min 60 m 5. If the W20-1 sign would follow within 600 m of a stationary W20-1 or C11 (CA) "ROAD WORK NEXT MILES", use a C20 (CA) sign for the first advance warning sign. 6. All cones used for lone closures during the hours of darkness sholl be fitted with relrorefleclive bonds (or sleeves) as specified in the' specifications. 7. Portable delineolors, placed of 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 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. O O �o fID LO O El W1-4R MPH 4113-1 El See Note 9 W9-3 CEIMM LANE CLOSED AH&D r4 10. The maximum spacing between cones along o tangent shall be 15 m and along o toper sholl be approximately as shown in Table 1. 11. For approach speeds over 80 km/h, use the "Traffic Control System For Lane Closure On Freeways And Expressways" plan for lane closure details and requirements. 12. Unless otherwise specified in the special provisions, the ( 1 /2 L) shown between the two (L) lone closure topers shall be used. 13. When specified in the special provisions, o W4-2 "Lone Ends" symbol sign is to be used in place of the C20 (CA) 'RIGHT (LEFT) LANE CLOSED AHEAD" sign. Advance SIGN PANEL SIZE (Min> A 900 mm x. 900 mm l uJ 9 i 4 mm x. 914 mm © 750 mm x 750 mm F2 914 mm x 457 mm W20-1 Rohn WORK TYPICAL LANE CLOSING W/CENTERLINE AHEA El 1� I� 1 0 4 (CA) E See Note 4 NOTES 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. MUTCD 2003 w/CALIEORNIA SUPP I\1 E ICI T BURIED PLANT 0 BORE PIT QFIBER CALLOUT REFERENCE a^ NHIMH CALLOUT REFERENCE BUBDUCT CALLOUT REFERENCE TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION HUG (FUN) ❑ NEW HANDHOLE M NEW MANHOLE Y SLACK / STORAGE LOOP --I�I GROUND ROD 26ohm .O CABLE IN CONDUIT AERIAL -� POLE ANCHOR ® POLE 5 DOWN GUY RISER DETAIL GENERAL ® PROPERTY ADDRESS ® SPLICE PROPOSED RUNNING LINE PDH BOUNDARY -•CF- CURB FACE --EOP- EDGE OF PAVEMENT -FIL- FENCE LINE --- RIGHT OF WAY GUARDRAIL -COM- COMMUNICATIONS LINE -ORN- STORM DRAIN LINE -GAS- GAS LINE -PWR- POWER LINE -SAN- SANITARY SEWER LINE -WrR- WATER LINE }-}-{-t RAILROAD TRACKS -- CENTER LINE net. n Iw,nw.wlweave o..u,.e 4a,datll w Ia_ aeewaeeel CNe ttreal,e. a sea t4wa ss.nenwlsen wow... se w waned ewwe. 'Iwwltl 1. 4www• win e. e.a4. aM xwtl alp Nett La. "-.1 �W Cell t uwet, e,a,u CALIFORNIA , wo,w oo,oa s P11.a: cr;an: IGRT a1 _ I ctw,n., 'w.a1 _ I can,n.,in.. rieue aw,.� aaaaam Foh "umM H VER[ZON LEGEND NOTES 1. Where Approach speeds ore lour, advance warning signs may be placed of 90 IT spacing and placed closer in urban areas. 2. At least one person shall be assigned to provide full (line maintenance of traffic control devices for lone closure unless, otherwise directed by the Engineer. 3. Each advance worning sign in each direction of travel 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 at the locations indicated for lone closure during hours of darkness. 4. A C14 (CA) "END ROAD WORE" sign, as appropriate, sholl be placed at the end of the lone closure unless the end of work area is obvious, or ends within o larger project's limits. - - t v See Note 10 ` I .. r See Table 6C-3 See Note 12 See Table 6C- See Table 6C-3 fee Table 6C-3 - - — — ® Advance warning signs (a I See Note 1 m O 0 Advance warning signs, I (V 0 Q., ® See Note 1 �R a O _�9 ® _Q__O _ o p WORK AREA - -4— 30m to loom 30m to loom 30m to room 'k ii� �' oh O �� C14 (CA) \ 60 m\ ROAIEIHIYOR WORK RIGHT LA 1 W1-4L ` ❑ D AHChD CLOAHED See Note 8 See Note 4 A � SIGN PANEL SIZE (Min) W20-1 C20 (CA) (RI) W4-2R MPH I El See Notes 3 and 5 See Note 13 W13-1 900 min x 5. If the W20-1 sign would follow within 600 m of o stationary W20-1 or C11 (CA) "ROAD WORT( NEXT MILES', use a C20 (CA) sign for the first advance warning sign. 6. All cones used for lone closures during the hours of darkness sholl be fitted with retrorefleclive bonds (or sleeves) as specified in the specifications. 7. Portable defineolors, placed at one-half the spacing indicated for traffic cones, may be used instead of cones for daytime closures only. 8. Flashing arrow. signs sholl be either Type I or Type 1 I. 9. Advisory speed will be determined by the Engineer. The W13-1 Sign will not be required when advisory speed is more than the posted or maximum speed limit. LEGEND 0) Traffic Cone Temporary Sign -- Direction of Travel ® Flashing Arrawl Sign. (FAS) 6-0-0 FAS Support .or Trailer Portable Flashing Deacon InWo Oa l(CA). 7ap*t L*n01a Cltlorla lac Ternpnmty 7,0110 C*naol 2nnas Speed s Ikm11.) M.m(nunt lope( Lando,- lu, WIdH, of 011ml 3.0 rtt (WI Mo(gln0 L (nil 6hlltlng Ux Imp should*/ U3 Imp Conlllcr' U3 1-1 all21 I 10 1 30 40 N tit 17 30 60 60 7U to 30 60 04 42 20 30 70 160 TD 67 30 60 I6a 00 GO 30 00 207 101 00 30 100 225 113 76 30 110 240 124 03 3o Maxirrnurn ehannelicet spacing In( all speeds an one-Ienelimmay Iapals Is O.lm (20 0) Mornmunl channalicet spacing lot a0 speeds an dwmshearn lopou Is 0.1 in (20 a). All other lapels olwas Shoo - Use on Imarnled,alo and sltud•le(m gajecls let tape( and latgent &actions M,me H,am eta no pammenl markings or.whato laato Is o contacl bolwesn existing pammanl mlkmgs and Ch.-clims. On Stale hlgltways a spacing of 3 in (10 0) Is lecommended tat lopot and languid cocoons shown on TA•31 and TA•32. lend- W-102. fdnxlmunn si-int, of Ch*an41U*r apnclno speed Ikm11,1 1Aoxlmun, Cl to 61 brio lapel' Imp 1a1,0an1 .1 Conlllcr' Imp 30 6 I7 3 40 0 IG 4 50 10 20 6 GU V 74 0 70 14 20 7 60 16 32 0 o 111 30 0 Tall t 20 40 IU fill 22 44 11 Meximwn ehannolual spacing lot allspeechan ono•lentli—ay lapels is elm 120111. Maintain channeh2el spacing lot W speed$ on donnsttesm lepers is 0.1 in (7O a). Al alhel lapels ale as sham,. "Us0 on tmmnlcdela=0ah*ll•lann Ixoioela tut lapel and langcnl a ctions YAtma Ihato eta no pexeanald mallmnge of Matto Ihola to a contact balmen esleun0 paaamml mmkhlla and cl.an.0.0". On slob highways a spacing Of 3 in (10 0) Is recommended for lapel and congeal sections elscml an TA•31 and TA•32. TYPICAL CLOSING OF HALF ROADWAY See Notes 3 and 5 C20 (CA) (Ll) C20 (CA) (Ll) UTT LANE IEFf IANI; CLWOM CIASED AIIEAD AIIEAl1 13 W20-1 ROAD WORT( AtICA MAD Ali ,IZ gg 900 min Wt-4R M H nc N13-1 See Note 9 10. The maximum spacing between cones along a tangent shall be 15 m and along o taper shall be approximately as shown Table 1. 11. For approach speeds over 80 km/h, use the "Traffic Control System For Lane Closure On Freeways And Erpresswoys" plan for lone closure details and requirements. 12. Unless otherwise specified in the special provisions, the ( 1/2 L) shown between the two (L) lane closure topers shall be used. 13. When specified in the speciol provisions, a W4-2 "Lone Ends" symbol sign is to be used in place of the C20 (CA) "RIGHT (LEFT) LANE CLOSED AHEAD" sign. NOTES Unless otherwise specified in the special provisions, all temporary warning signs shall hove block legend on orange background. Colifornio - code ore designated by (CA). Otherwise, Federal codes are shown. IAUTCD 2003 w/CALIEORNIA SUPPLEMENT BURIED PLANT (`) BORE PIT QFISER CALLOUT REFERENCE . aHWMH CALLOUT REFERENCE SUBDUCT CALLOUT REFERENCE TERMINAL CALLOUT REFERENCE FID13R DISTRIBUTION HUD (FDH) ❑ NEW HANDHOLE NEW MANHOLE n® Y SLACK r STORAGE LOOP —{II GROUND ROD 26ohm G) CABLE IN CONDUIT AERIAL POLE ANCHOR ® POLE ---- DOWN GUY RISER DETAIL GENERAL ® PROPERTY ADDRESS ® SPLICE PROPOSED RUNNING LINE FOH BOUNDARY --CF- CURB FACE -EOP- EDGE OF PAVEMENT -Fit- FENCE LINE RIGHT OF WAY GUARDRAIL -cod$- COMMUNICATIONS LINE -DRN- STORM DRAIN LINE -GAS- GAS LINE -PWR- POWER LINE -SAN- SANITARY SEWER LINE -WrR- WATER LINE {-F-}-} RAILROAD TRACKS --- CENTER LINE Molise -I, xIa a aw Gwwnee,A o.eenssw. a qs AMlsw,s,r,,.ue., MYaIMt b M I..twe Mteee •r.m,ll is WwY' MII M ryLL eat y.tt qa MM la. N,wMraNt II VeRQON AaaA I alAl4 CALIFORNIA olYlsmN, 1Natlu aYlea• pp,q: Gridq: same ONrnu I uellt H.T.S. FOH Numbs nu. H 1.11'1 Tr C` VERIZON LEGEND 1� Unless otherwise specified in Ilse special provisions, oil temporary warning signs shall have black legend on orange background. California code are designated by (CA). Otherwise, Federal codes are shown. See Note 3 C14 (CA) ENU RoAn Ron FDJ LEGEND D Traffic' Cone O Traffic Cone (optional toper) F Temporary Sign Direction of Travel 1 Portable Flashing 8eocon TFlogger Closure: Cones or barricades Advance yarning signs, See Note 1 G O IOOm 30m to loom . 30m to loom 3nm In Innm _ O U! OhC Loh &GAD AHEAD WORK 11120-4 U A W20-1❑ See Notes 2 and 4 i C9A (CA) \3-4 BE REPARED TO TOP B C29 (CA) See XXX FT Note 10 n it 0 IT See Note 7 30 m MOX See Note 11 1. Where approach speeds are low, advance warning signs may be placed of 90 m spacing, and closer in urban areas. ?. Each advance warning sign in each direction of travel sholl be equipped with of least two flogs for daytime closure. Each flog shall be at least 400 mm x 400 mm in size and shall be orange or fluorescent red—orongg in color. Flashing beacons shall be placed at the locations indicated for lone closure during hours of darkness. A C14 (CA) "END ROAD WORE" sign, as appropriate, shell be placed at the end of the lone control unless the end of work area is obvious, or ends within o larger projects limits. If the W20-1 sign would follow within 600 m of a 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 filled with relrorelleclive bonds (or sleeves) as specified in the specifications. Portable delineators, placed of one —hall the spacing indicated for traffic cones, may be used instead of cones for daytime closures only. TYPICAL LANE CLOSURE WITH REVERSIBLE. -CONTROL C37 (CA) TRAPPIC CONTROL WAIT AND � FOLLOW PILOT CAR EO See Note 9 Max a 0 Cones 30 m MOY, spacing 6-6 o 0 0 6 -0 m WORK ARE 0 See Notes 2 and 4 W3-4 C9A (CA) W20-4 W20-1 UR A VC IAIIL &/A RETAKE[ V ROM)ne . 7'0 Tor See Note 7 C29 (CA) See 0 XXY, FT Note 10 nF �-tl0 'Y® - tll9 �1. 11Qp Advance warning signs, See Note 1 Gale cones SIGN PANEL SIZE (MINIMUM) LANE CLOSED O 1200 mm x 1200 mm — Speed of 70 km/h or more 900 mm x 900 mm — Speed less than 70 km/h © © 9119 mmxx91219 of 70 km/h or more m C30 (CA) See Note 8 m Speed p ed less than 70 km/h © 762 mm x 762 mm OD 914 mm x 457 mm M 914 mm x 1067 mm ❑F 914 mm is 229 mm 7. Additional advance daggers may be required. Flogger should stand in a conspicuous place, • be visible to approaching traffic as well as approaching vehicles after the first vehicle has slopped. During the hours of darkness, the flogging —station and flogger sholl be illuminated and clearly visible to approaching traffic. The illumination footprint of the lighting on the ground shell be of least 6 rn in diameter. Place a minimum of four cones at.15 m intervals in advance of flogger station as shown. 8. Place C30 (CA) "LANE CLOSED" sign of 150 to 300 m intervals throughout extended work areas. They ore optional it the work, area is visible from the flogger station. 9. When o pilot car is used, place o C37 (CA) "TRAFFIC CONTROL —WAIT AMD FOLLOW PILOT CAR" sign at all intersections within traffic control area. Signs shelf be clean and visible of all times. 10. An optional C29 (CA) sign may be placed below the C9A (CA) sign. 11. Traffic cones or barricades may be placed on the optional toper as shown, barricades shall be Type I, I I, or I 1 1. Table OCJICA). Taper Length Crltorla for Temporary Traffic Control Zones Speed s (kmihl Minimum Taper Longlh— lei Wldlh et Olhel3.0 m ryr Melginp L Im) 9hlAing U2 1m) Shoulder U3 Im) Conincr' Lp Im) 30 21 10 7 30 40 37 in iz 30 50 50 29 t0 30 W 64 42 20 30 70 150 70 53 30 OO IOU go 60 30 g0.T03 101 60 30 100 225 113 75 30 till '24U 124 03 30 Maximum ehameliaer spacing for on speeds on one4anelle Mloy tapers Is 0.1m (2O A) Maximum ehannehter spacing for ell speeds on doemslteem topers is S.1 m all A). All olhet lepers are es of win. Use on mlermeWelo and ahorMerm projects for taper and tangent sections Miele Thera ate no pawmenl markings or Intern Iholo Is a conficl belmeo existing pasemenl markings and Chomehters. On Slate hlgtways o spacing o13 or 110 A) Is recommended for leper and tangent sections sham on 7A.31 end 7AJ2. 1� ROAIE1N10YOR C 14 (CA) O See Note 3 Table OF-10L Maximum Spacing of Chennelltar Spacing Speed Rmih) Maximum chic —lit., Spocin taper' lml longaril Im) conincr• Im) 30 6 12 3 40 a 16 4 6o t0 20 5 60 12 24 6 70 14 20 7 so 10 32 0 g0 10 36' U 100 20 40 fU 110 22 44 It Monmum chamtstet spating lot all speeds on one•lannllw,,sy topers Is 0.Ior IN N. Moslem chmothaet spacing lot an apoeds an da4nstleam topers Is CA In 120111. All other tapers ale as shwm. ." Use on IMermadals end shod -loan plcjoets lot faller 00 longant sections Whole there are no oamntm mitkinir, er IAlale [hotels a contact btnreen onatmg panmenl matkingl and ehonnehaen. On Stale Nghmye o spacing o13 as (10 A) Is t..a—,nod lot lope, and tangent sections shorm an TAJ1 and TA•32. IAUTCD 2003 w/CALIFORNIA SUPPLEMENT BURIED PLANT 0 BORE PIT QFIBER CALLOUT REFERENCE //F' HHIMH CALLOUT REFERENCE ( • ) BUBDUCT CALLOUT REFERENCE r�J/ TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION HUD (PON) ❑ NEW HANDHOLE M NEW MANHOLE Y SLACK r STORAGE LOOP --{II GROUND ROD 25ohrel O CABLE IN CONDUIT AERIAL —Q POLE ANCHOR ® POLE --�— GOWN GUY RISER DETAIL GENERAL PROPERTY ADDRESS ® SPLICE PROPOSED RUNNING LINE FDH BOUNDARY —CF— CURB FACE —EOP— EDGE OF PAVEMENT —Fit— FENCE LINE -- RIGHT OF WAY GUARDRAIL —COM— COMMUNICATIONS LINE —DRN— STORM DRAIN. LINE —GAS— GAS LINE —PWR— POWER LINE —SAN— SANITARY SEWER LINE —WTR— WATERLINE {—}—}—t RAILROAD TRACKS -- CENTER LINE Inmru+l Metre. s.eu.n salwxta ,n tm os.www.4 :Ne revalue a ale AMn u.eaee.uee NemMrb.. IevYN e+wse •tea,111 b a"m.el"`WAn M.e1K eM 7eer me Nwt La. Or- wW Call I .&A s, ns: vaauort aria. atwls, CALIFORNIA OlYlagllr aMYMY aYlaxa PD.fl: Gridq: cnror con Me, no. ;--MM ace, n sxnsMUISH�QP j1A .s SCALE N.T.S. rrtW I FON Number T r { i 1 AV, RAMIREZ AV M13NTEREY CALLE COLIMA AV, JUAREZ AV, RUBIO AV. ORREGON AV. MADERO AV. DIAZ AV. ALVARADO AV. CARRANZA ROW D1Wi' EOP D 1ST Raw - - - -- - — -- ►;rts.., • ,qs...>:,a_. _.. r„— � :• ... ..:...t t-+Ir= a .'.: . i.k...wc... c- ..:a-�-: �,.�-�-�>r_ .�,w ._c,.._ x... 4 3 3 �o �a GENERAL NOTES 1. CONDUIT SHALL BE PLACED AT A MINIMUM DEPTH OF 30 INCHES. 2. ALL CONDUITS ARE 1,25" SD UNLESS OTHERWISE SHOWN. 3. ALL HANDHOLES ARE 17" X 30" UNLESS OTHERWISE NOTED. 4. SEAL ENDS OF ALL CONDUIT PLACED. 5. ALL CONDUITS PLACED WILL BE PROVISIONED WITH A TONEA13LE "MULE TAPE". 6. "MULE TAPE" TO BE BONDED AND GROUND EVERY 1000 FEET OR LESS. 7. FOLLOW ALL VERIZON BONDING AND GROUNDING PROCEDURES. 8. COIL FIBER AT TERMINAL AND SPLICE LOCATIONS AS PER M&P• 9. THIS DRAWING WAS DESIGNED AS PER M&P VI X. I f PL 1— I.ZS"SD PL11-1.25`tD PL 1—l"w Sp PL 1— I-V sC RISER CONDUIT RISER CONDUIT RISER CCINDUIT RISER CONDUIT R: 41 L: 7' R: 4' L: T Ru 4' L= 7' Re 4' L= 71 - Mt_•_•PB �- '�]� 1--4" P✓ri W "r RISER DETAIL RISER DETAIL RISER DETAIL RISER DETAIL -- _ _.. PLID1304 P903956 _ P1064248 P1024246 r ;o 0 � 53255 53270 53277 P900559 53300 53303 53320 . Xy 53333 P903118 53340 to cu 53360 ^' S.33 0S 53380 53385 53420 N 53415 cu 53430 P95312 53440 cu 53423 53460 53465 P95313 L 53480 53495 J k- .,. ._.nor,:' ..m .�"► r, `.� ? �i} ..e gy ~ � S'ry�� ` ) iu, �,� ri k . �r dIW •+nA G �i�Sa,, i f,�,a`p� .*•�S1,;�„ � � ��.,'�'4 hr r, � S T a "'°�•`a'' i' t F }�,iy,4, �• M Sty a, �'Y), i� � � '4". �'r A' � ys '� S � +� i srrr r. r e x� .++ �F� Jed <u aij ti �P 17P4Q�{r'jr i q't`�j 1 �s'v' • t� x �- r 5 �`h� f e s) �""�, ' y1 S� a� .. y+ a. •,tf r•,�+a�r �. V9 '."' -"k ,cw 1sw� �.:<r- �t chi5 >,�.� y.'/. i �d'{yy�•,yi�. � �1T v o� -. t�tro k `C- YSw} ��..MV�'` � of-. 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AERIAL P�L/�ANNI ® wm, P p VERIZON ONLY POLE �t DOWN our AND, PWOR CALLE MONTEREY PHASE 2 CONDUIT ICGS MAP F0307—A Fp305—C 0543-7PFAOBQ--H4015 pMS6 Z : ts"Pt*q Dt *W m 4 VERIZON AREA SOUTHERN STATE: CA DIVISION: WIRE CENTER NAME: LA QUINTA W.C.#:0543 EXCH CODE: RMT. CODE: I WO #: 7PFAOBQ RELATED WO It 7FFAOAF f CONTROL it WO TITLE: 0543-7PFAOBQ4H40'I5 TAX DST: TWP: RNG: SEC: SAL: FILE: REV # REV. DATE: REASON FOR CHANGE ENGR: QVD: CADD: DRWG 6Y: BR XXXXXX ENGR & OFC PH #: CENDERA DALLAS APRVD: DATE: 8-15-06 SCALE: NTS PRINT # 1 OF,. r