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13096
1.� See below for Finance Revenue Codes � 5 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. FILIE C®ny DATE:* 10/22/2013 LOCATION OF CONSTRUCTION: Ave 58 -West of Madison Street PURPOSE OF CONSTRUCTION: Trench to Install CAN Conduit and Fiber DESCRIPTION OF CONSTRUCTION: DIMENSION OF INSTALLATION OR REMOVAL: APPROXIMATE TIME WHEN WORK WILL BEGIN: 10/31/2013 ESTIMATED CONSTRUCTION COST: N/A permanent resurfacing and/or replacing improvements) COMMENTS Subdivision Improvement Permit - Class III Minor Imp ermit - Class IV d ' ► 2013 C"Y OF LA RmAnrQUI EPT TIME OF COMPLETION: 11/30/2013 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing 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 occuring 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- 7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 1:30 P.M. at least twenty-four (24) hours prior to the anticipated inspection. 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. Signatu�AAp�plicantor Agent Jason Cochran - Cochran Communications Construc 36630 Cathedral Canyon Drive, Cathedral City, CA 92234760-250-2142 Name of Applicant Business Address Telephone No Cochran Communications Construction 36630 Cathedral Canyon Drive, Cathedral City, CA 92234 760-250-2108 Name of Contractor and Job Foreman Business Address Telephone No. 478543 865 Contractor's License Number City Business License No Kinsale Insurance Company 0100009339-0 Applicant's Insurance Company Policy Number FEES Subdivision Improvement Permit - Class I Minor Improvement Permit - Class I Finance Revenue Code Inspection Fee EE=1 $0.00 Permit Fee EE=1 $2,646.00 As -Built Deposit E-A $0.00 Cash Deposit -Surety Bond, E_B0.00 if required TOTAL $2,646.00 Public Improvements: 3% of estimated construction costs Private Improvements: 3% of estimated construction costs PERMIT NUMBER: 13096 DATE ISSUED: /o• ZW 13 EXPIRAT4QN D TE:/G/ BY: WORK INSPECTED BY*: PERMIT COMPLETION DATE*: . If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. T4tit 4 4auMrw PUBLIC W ORKS DEPAR.TNIENT APPLICATION FOR PERNUT Date:- /6- ?� r ' Location of Construction: ry ✓r�- Purpose of Construction: NC Sic rel t Description of Construction, Dimension of Installation or Removal: ,,Approximate Construction Start Date: M — �b/ &10,/ S Approximate Construction Completion Date, 1.1 —;��m n Estimated Construction Cost shall include the removal of all obstructions, maictials, sad debris, back -filling, compaction and placing prrmanent resurfacing and or replacusg improvemont5 Contact Name: 5 o t�. e.t eA Phone Number: `1 � Name -of Applicant: (-'o C) ham./ Applicant Address: 41. 0 ,y e„� eg,Jy��y C�.. 977Y5'1 Applicant Telephone, Number: -7 L MLS Q-4 y Name of Contactor: Cto N R ,,.l ('+ 6rjs.4, Contractor Address: -S(, (,-z, o f A1WP1r_>4- rte, f VOW Y7!` r41KPA4,c M-1 Cq Contractor Telephone Number: �zz3y Contractor' State License Number: Contractor City Business License Number: ► A COPi' OF THE CURRENT rNSURAN'CE CERTIFICATE MUST BE PROVIDED Applicant or C retractor eneral Liability Insurance company: ri Applicant or Contractor General Liability Insurance policy gumbo .' 01Oa00 6-13 o Office Use Oniv: Inspection Fre: Pcrmit Fee: A / lA As -Built ..��_ Deposit; Dust Control bopusk. Credit �^ �/ f Amount: TOTAL FEE DUE: Office Use Onhv: Assigned Permit Number: 1-310 n q Approval Tate: Expiration Date; Issue Datc: Adminiszrative Authority: Z0 39VJ 1SN00 WW00 NV8H000 6ETb8ZE09L 86:L0 ETOZ/9T/0T 2 ---------------- --------------- 9iser up b E4AkV CAN N 7 TtraRaSGu'de SSW Gd r OOCMRAN CO&VAWAIKM CONSTRUCTION 3"X7 Catfeckat CWWM Orke Cathed al City. CA 9nM rw TIME WARNER CABLE Existing Aerial to be Removed Trench 2600' to Install New CAW Conduit and Fiber AIJ Trenching in Did Area Ctase East Bound Shoutder and Lane as needed Per WATCH Ave 58 -------- ..-------------------.----------------------------------------------------------------.----------------------• -0 Trea h 260V U Eidsft CAN Vault I -- CS) m N CS) F-+ W m W 00 O"t CS) W N 00 .A N (a/ LD C) 0 C) D z C) 0 X Z C) 0 z D G) M CS) w ? D® CERTIFICATE OF LIABILITY INSURANCE TE (MMIDDIffm 01/01/2D THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICAT@ DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(ie:) must be endorsed, If 5UBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain pollcles may require an endorsemaht. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). I PRODUCER SADEGHI LUNA INSURANCESERV(CES 959.686.0080 CANYON CREST DR STE 1D9: RIVERSIDE, CA- 92507 PCUCY NUMBER NF NS005 tIS-DAE86- Pool�..11G a" MNS INSURER(S)AFFORDINGCOVERAGE NAIcJt INSURERA; KINSALE INSURANCE COMPANY INSURED COCHRAN COMMUNICATION CONSTRUCTION, INC. 36530 CATHEDRAL CANYON DRIVE CATHEDRAL CITY, CA, 92234 iNstJRER& TOPA INSURANCE COMPANY IN' ER 01 CONIPANION PROPERTY & CASULATY INS CO INSURER D; JNISUIteklL INSURER F• THIS 15 TO CERTI IAT THE POLICIES F INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIR5JMENT, TERM OR CONDITION OF ANY CON'rRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TEfwS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IrYPE OF INSURANCE DL 1 R PCUCY NUMBER POLICY F LJfOD Pool�..11G a" MNS L1faJTS rA GENERALLIABILITT %{ CLAIMS -MADE � OCCUR 0140009339-0 1/112013 1/1/2014 IEACHOOGURRENCE $ 1,000,000 EocwonelCOMMERWALGENERALVAUJLITY c 5 100,000 MED EXP cow no 5 5000 PERSONALBADV INJURY 5 1,000,000 GENERAL AGGREGATE E 2,000,000 OFN'LAGGREGATE LIMIT APPLIEBPM; Pou y K JEJ i 7 LOC PHODUCrS-COMP/OPAGG $ 1 000000 NOLELIMIT 3 onq S AUTOMOBILE LIARILnY AAARNR��TAUTO HH ,IUTOS NED FUT(SSULED pp�� HIRED AUTOS AUTOED soDiLYINJLJRY(Pe w-zon) f BOmtY1NJURYIPorooeldom) 5 AGE roccl an S S g UraaRELL.A uAS EXCESS UAS I X occuR CLAWS -MADE XL6602428-02 1/1/2013 1/1/2014 "W OCCURRENCE s 3,000,000 AGGREGATE S 3,000.000 DED X RETENTION410,000 5 C WOrZXERscOMPSNSATION AND EMPLOW AS' LIABILnY YIN ANYPROPRIETORIPARTNERIEXECUTIVE 71 QdeF��E HFft81tGLUDE07 1I yea.dvz,; b wrier D .5 RIMON OF OPEFJ•ATIONS belPly NIA CPCAifi636 1/1/2013 1/1/2014 X zlr E.LEACH wCO1DEPJT 5 1,000,000 EL DISEASE -EA EMPLOYEE 5 1,000,000 8LOISE45E-POLICY LIMIT S 1,000.000 DCSCRIPTION Ol=OPERATIONS ! LOCATIONS I V>:.}{ICiE3 {rSaDt A ,ORD 707, FQClllonal Ramerke 54�aou1., IT n,oro spaeo Is roqulrW) 10 DAYS NOTICE OF LANCE U -AT. JON FOR NON-PAYMENT OF PRI=MIUM RE; ALL OPERATIONS OF THE NAMED INSURED THE FOLLOWING ARE NAMED ADDITIONAL INSURED PER THE ATTACHED ENDORSEMENT: CITY OF LA QUINTA N I.0 LLAJ ( SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE W_XPIRATION DATE THEREOF, OTIC WILL BE DELIVERED IN CITY OF LA QUINTA ACCORDANCE WITH THE POLICY PROVISIONS PUBLIC WORKS & ENGINEERING .—..- - -- --- RILED' E R 8NTAIIV4 .•., T'y LA QUINTA, CA. 92253 c.rCJ I - k�� 1D1966-2o10,8geF2D ORPORATION. All rights rlaserved. ACORD 25 (2010105) ThwACORD name and logo are registered marks ofACORD VO 30tid 1SNOD WWOD Nd81-1000 6ETV8ZE09L 8E:LO ETOZ/9T/0T POLICY NUMBER: 090000933M COMMERCIAL GENERAL LIABILITY Insured: Cochran Communication Construction, Inc. CG 20 37 07 04 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED -- OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or 0 aniratlon s : Location And Description Of Completed O eratlons ANY PERSON OR ORGANIZATION WHEN YOU AND ALL LOCATIONS SUCH PERSON OR ORGANIZATION HAVE AGREED IN WRITING IN A CONTRACT OR AGREEMENT, EXECUTED PRIOR TO THE "OCCURRENCI~" TO WHICH THIS INSURANCE APPLIES, T!•IAT SUCH PERSON OR ORGANIZATION BE ADDED AS AN ADDITIONAL INSURED ON YOUR POLICY Information required to complete this Schedule if not shown above will be shown in the Declarations. Section Il — Who Is An insured Is amended to Include as an additional Insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily ln)ury" or "property dam- age" caused, In whole or in part, by "your work" at the location designated and described in the sche- dule of.this endorsement performed for that addi- tional Insured and included In the "products - completed operations hazard". ' J CG 20 37 07 04 0 ISO Properties, Inc., 2004 50 39dd 1SN00 WHOD NdbH000 Page Z of 1 ama 68Tb8Z809L 86:/-0 6TOZ/9T/0T POLICY NUM8ER: 0100009339•-0 • ; COMMERCIAL GENERAL LIABILITY Insured: Cochran Communicat=ion Construct ion, Inc. CG 20 10 07 04 - THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED -OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies Insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Or anizatlon s : Location And Description Of Completed Operations ANY PERSON OR ORGANIZATION WHEN YOU AND ALL LOCATIONS SUCH PERSON OR ORGANIZATION HAVE AGREED IN WRITING IN A CONTRACT OR AGREEMENT, EXECUTED PRIOR TO THE "OCCURRENCE" TO WHICH THIS INSURANCE APPLIES, THAT SUCH PERSON OR ORGANIZATION BE ADDED AS AN , ADDITIONAL INSURED ON YOUR POLICY , Information required to complete this Schedule if not shown above, will be shown in the Declarations. A. Section It — Who Is An Insured Is amended to include as an additional insured the per- sons) shown in the Schedule, but only with respect to liability for "bodily injury', "proper- ty damage" or "personal and advertising in- jury" caused, in whole or in part, by: 1, Your acts or omissions; or 2. The acts or omissions of those act- ing on your behalf; In performance of your ongoing operations for the additional Insured(s) at the locatlon(s) designated above. 8. With respect to the insurance afforded to these additional insureds, the following addf- tional exclusions apply: CG 20 10 07 04 9e ��dd This insurance does not apply to "bodily injury or 'property damage' occurring after: ~V 1. All work, including materials, parts or equip- ment furnished in connection with such work, on the project (other than services, mainten- ance or repairs) to be performed by or on be- half of the additional insured(s) at the focatfon of the covered operations has been completed; or 2. That portion of "your work" out of which the in- jury or damage arises has been put to its in- tended use by any parson or organization other than another contractor or subcontractor en- gaged In performfng operations for a principal as a part of the same project, ; ;- 0 ISO Properties, Inc., 2004 1SN00 MOD NdaH000 GETPBZE09L Page 1 of 1 © •ix: 8£:L0 £TOZ/9T/0T State Of California NCONTRACTORS STATE LICENSE BOARD <�,«►Z,cE ACTIVE LICENSE A(fam bcwiseNumber 478543 cnhly CORP 6usiressName COCHRAN COMMUNICATION CONSTRUCTION INC ClassificaOan(s) C-7 BorabonDate 08/31/2015 www.csib.ca.gov s m a� N m W v m W N OD A W L0 C) O C) D Z C) O C) O Z U) D m CD . - �-. -- Fax .-Cover Sheet Cochran Com.►xiunicataon Construction Inc. 36-630 Cathedral Canyon Dr: Cathedral City Ca, 92234 760-328-6775 760-328-4139 Send to: HO rn; Marty Cochran Attention - v Date: Offs® Locctti°hi ' Fax NumberOffice Location: Cathedral Ciiy , // �(od �% Phone Number: 328-6776 a`Urgent RePIY ASAP Please comment Please Review For your Information Total Pages, including cover Comments; � - • Z0 39dd 1SN00 WW00 WaH000 ccc ma -d C, rr. 68Zb87,809L 88:L0 8Z0Z/9Z/01 6- N W N A J I RN In m n �7 ~ N m O r • a rn A=l �n a• v M �-�4 o - Al o- 0 L' . ' . 1 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 13096 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 noted 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 notify 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. i ® 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. v 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 backfifl, 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 three inches (3") of SC -800 shall be placed immediately. A permanent patch of Asphalt Concrete surfacing per City of La Quinta Standard 600 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. 13096 Cochran Communication/ Install CATV Conduit and Fiber in Earth for Time Warner / Ave 58 West of Madison St 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. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. The permittee shall submit inspection requests by calling the City Inspection Hotline at (760) 777-7097 before 1:30 p.m. and at least twenty-four (24) hours prior to the anticipated inspection. 4. Cochran Communication Construction (Marty Cochran), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 5. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 6. This permit is for the proposed conduit and fiber for CATV to be installed within the R/W (30' from CL). The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Civil Engineer) of the private land owner whom is being encroached upon. 7. Because the adjacent land is currently undeveloped, the relocation of the CATV conduit and fiber may be required at no cost to the City of La Quinta to accommodate any future frontage improvements made by the developer. The City of La Quinta also reserves the right to require modifications of the work be made at permittee's sole cost for further modifications as it relates to any sight distance concerns and/or improvement plan requirements as required by the City Engineer. 8. 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 (i.e. any 4 lane street) before 8:00 a.m. Special Conditions Page 1 of PERMIT NO. 13096 Cochran Communication/ Install CATV Conduit and Fiber in Earth for Time Warner / Ave 58 West of Madison St 9. 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 City Traffic Signal Maintenance Technician at (760) 250-0571 if signal operation at the intersection is to be altered in any way. 10. 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 the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). On Collectors to Arterial Streets, the permittee must submit a traffic control plan which shall be from or prepared under the guidance of the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). Traffic Control plans not from the CA MUTCD or the WATCH shall be signed and stamped by a civil or traffic engineer registered in the State of California. 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. 11. The permittee and/or contractor placing engineered fill must provide adequate time and safety for the Geotechnical Engineer of Record to perform soils testing during engineered fill placement. The testing frequency shall be determined by the Geotechnical Engineer of Record such that the fill can be determined to be placed according to the city approved plans. 12. The permittee and/or contractor shall provide surveyor staking information adequate for the City Inspector to determine horizontal and vertical locations relative to the approved city plans. The minimum required wood lath type stakes shall be placed at all proposed building corners, and they shall state the horizontal location relative to building corner and the elevation of the top of hub next to the lath. 13. 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. 14. 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: A. Approval of the construction B. Plan identification C. Time Frame of Closure D. Alternative Routes Special Conditions Page 2 of 6 . PERMIT NO. 13096 Cochran Communication/ Install CATV Conduit and Fiber in Earth for Time Warner / Ave 58 West of Madison St 15. Any land on which Williamson Act contracts apply shall remain undisturbed. 16. 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. 17. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 811. 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. 18. 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. 19. The City of La Quinta reserves the right to require modifications of the work be made at permittee's sole cost for proper sight distance requirements per guidelines in the AASHTO " A Policy on Geometric Design of Highways and Streets, 5th Edition" or latest, in the installation of all appurtenances abutting and within the public street right-of-way. 20. 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 Civil Engineer 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. 21. 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. 22. This permit isnot 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 Special Conditions . Page 3 of 6 PERMIT NO. 13096 Cochran Communication/ Install CATV Conduit and Fiber in Earth for Time Warner / Ave 58 West of Madison St 23. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts provided in Engineering Bulletin for Indemnification & Insurance Requirements. This insurance shall be kept in full force and effect at all times by Applicant or. Contractor during the prosecution of the permitted work and updated Certificate of Liability Insurance shall be submitted to the City. Each policy shall name the City as an additional insured. 24. 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. 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. 25. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, a traffic control plan for review and approval prior to start of construction or parking on the paved R/W. 26. If traffic lanes are closed on an any Arterial street (any street with more than 2 lanes) within the City of La Quinta right of way, The permittee is required to provide an informative message board (approved by the City Engineer). It shall inform the commuters using the affected roadways 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. The board does not have to be electrical or solar powered. 27. 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. Special Conditions Page 4 of 6 PERMIT NO. 13096 Cochran Communication/ Install CATV Conduit and Fiber in Earth for Time Warner / Ave 58 West of Madison St B. Backfill materials shall be brought to or maintained at appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. 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. 28. 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. 29. All landscaping, irrigation, decorative rock, decorative concrete, lighting, sidewalk, etc., shall be replaced to its original condition. 30. Access and egress to all local properties shall be maintained at all times. Special Conditions Page 5 of PERMIT NO. 13096 Cochran Communication/ Install CATV Conduit and Fiber in Earth for Time Warner / Ave 58 West of Madison St 31. 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. 32. 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. 33. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 34. 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. 35. 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 6 of 6 CONE SPACING % ® LANE SEE TABLE 3 NOTE SEE TABLE 1 � ❑B K QCLM I .� ❑ . SEE NOTES 6 AND B CLOSED G20-2 AHEAD C30(CA) SEE NOTE 2 W20_1 C20(CAIR W4 -2R SEE NOTE 9 NOTES: SEE NOTES I SEE NOTES 1 SEE NOTES 1 AND 3 AND 10 AND 10 TYPICAL LANE CLOSURE See cone spacing Stantlartl Plan RSP eg for tables. Use cone spacing % for taper segment, Y for tangent segment or 2 ter conf spacing s Shown on a9 aDDfofiat e, per Table 1, unlee6 %, Y, Of 2 COnO s{weing 19 shown on this sheat. Unless otherwise specified in the special provisions, all temporary warning signs shall have block legend on fluorescent orange DOCkgr0un0. California codes are designated by (CA). Otherwise, Federal .(MUTCO) codes are shorn. V CONE SPACING SEE TABLE I AND NOTES 4 AND 5"-- -------- - 2Stj 71 w rK na)� a a,vaerw av wr ar/rrvr '' nm •w��R LEGEND SIGN PANEL SIZE (Min) r w SEE TABLE 7 SEE TABLE 2 M wLrx)S Sx[/ b1 M MSHHf/Hr 1pl !K wrrWC'/ G rMr/fK53 a Slaww4 y to SN" rmi)S a )w/S Haw rKll. TO ACCOMPANY PLANS DATED N ADVANCE WARNING SIGN • TRAFFIC CONE 48" x 48" DISTANCE SEE TABLE 3 ❑B 36" x 18" NOTES: 0 TRAFFIC CONE (OPTIONAL'TAPER) 1. Each advance corning sign shall be equipped with 6. Flushing arrow sign ,boll be either Type for Type D. © x f TEMPORARY TRAFFIC CONTROL SIGN 30" 30" N at least two flags for da�rtime closure. Each ilaq • O O Shall De at least 16" x 16 In size and shall 7. For approach speeds over 50 mph, use the • • WORK AREA 0 50' be orange or fluorescent red -orange in color. FlOsh,ng beacons sholi De placed at .the locations M • 1! • • Indicated for Ione closure during hours of darkness. details and requirements. 100' 500' I 4C CONE SPACING % ® LANE SEE TABLE 3 NOTE SEE TABLE 1 � ❑B K QCLM I .� ❑ . SEE NOTES 6 AND B CLOSED G20-2 AHEAD C30(CA) SEE NOTE 2 W20_1 C20(CAIR W4 -2R SEE NOTE 9 NOTES: SEE NOTES I SEE NOTES 1 SEE NOTES 1 AND 3 AND 10 AND 10 TYPICAL LANE CLOSURE See cone spacing Stantlartl Plan RSP eg for tables. Use cone spacing % for taper segment, Y for tangent segment or 2 ter conf spacing s Shown on a9 aDDfofiat e, per Table 1, unlee6 %, Y, Of 2 COnO s{weing 19 shown on this sheat. Unless otherwise specified in the special provisions, all temporary warning signs shall have block legend on fluorescent orange DOCkgr0un0. California codes are designated by (CA). Otherwise, Federal .(MUTCO) codes are shorn. V REVISED STANDARD PLAN RSP.T11 LEGEND SIGN PANEL SIZE (Min) r Xw • TRAFFIC CONE 48" x 48" Z ❑B 36" x 18" NOTES: 0 TRAFFIC CONE (OPTIONAL'TAPER) 1. Each advance corning sign shall be equipped with 6. Flushing arrow sign ,boll be either Type for Type D. © x f TEMPORARY TRAFFIC CONTROL SIGN 30" 30" N at least two flags for da�rtime closure. Each ilaq Shall De at least 16" x 16 In size and shall 7. For approach speeds over 50 mph, use the be orange or fluorescent red -orange in color. FlOsh,ng beacons sholi De placed at .the locations "Traffic Control System for Lane Closure On Freeways And Expressways" Dian for lane closure�{ ® FLASHING ARROW SIGN (FAS) Indicated for Ione closure during hours of darkness. details and requirements. dre FAS SUPPORT OR TRAILER 2. A G20-2 "END ROAD WORK" sign, as appropriate, B. A minimum 1500011 sight distance ,boll be provided Ali shall be placed at the ens of the lana closure where pas siDle for vehicles aDDroacning the first PORTABLE FLASKING BEACON i unless the end of work area Is obvious, or ends s flashing arrow sign. Lane closures shall not begin at within a larger project's limits. the top of Crest vertical curve Or on a horizontal curve. 3. If the W20-1 sign would follow within 2000' ofSTATE "ROAD 9. Place a C301CA) sign every 2000' throughout length OF CALIFORNIA a eta*ionary W20-1 or 620-1 WORK NEXT MILES", use a C201CA) sign for the first warning sign. of lane closure. DEPARTMENT OF TRANSPORTATION ONTROL SYSTEM YSTEM TRAFFIC CONTROL advance All for Ione during the 10. Median Ione closures shal1conform to the details as shown except that C20CA)L and W4 -2L signs CLOSURE.ON FOR.LANE 4, cones used clo,uree 11 hours o1 darkness slw DB fitted bands (or sleeves) as specified in the ,pacification,. shall be used. MULTILANE CONVENTIONAL 5. Portable delineotors, placed at one-half the spacing 11. At least one person Shall be assigned to provide full time maintenance of traffic control devices ` HIGHWAYS indicated for iraflit cones, may De used ineteatl of for Ione closure unless, otherwise directed by ?he Engineer. cones for daytime closures only. , NO SCALE • RSP 711 DATED APRIL 19, 2013 SUPERSEDES STANDARD PLAN T11 DATED MAY 20. 2011 - PAGE 239 OF THE STANDARD PLANS BOOK DATED 2010. REVISED STANDARD PLAN RSP.T11 TABLE I TAPER LENGTH. CRITERIA AND CHANNELIZING DEVICE SPACING MINIMUM TAPER LENGTH * MAXIMUM CHANNELIZING DEVICE SPACING FOR WIDTH OF OFFSET 12 FEET IW) SPEED X I Y 1 Z ** (S) TANGENT I MERGING I SHIFTING SHOULDER 2L L L/2 L/3 TAPER TANGENT CONFLICT 40 55 60 65 TO w - For other offsets, use the followingmerging toper length formula for L: For speed of 40 mph or less, L WS2/60 For speed of 45 mph or more, L = WS Where: L - Toper length in feet W = Width o1 offset in feet S = Posted speed limit, off-peak 85th -percentile SPeed prior to work starting, or the anticipated operating speed in mph w* - Use for toper end tangent sections where there are no pavement markings or where there is a conflict between existing pavement markings and channeliZere (CA). TABLE 2 LONGITUDINAL BUFFER SPACE AND FLAGGER STATION SPACING DOWNGRADE Nin D *** SPEED* Min 0** -3X -6X -9X * - Speed is posted speetl limit, off-peak 85th-pereentlle speed prior to Work starting, or the anticipated ope rot ing speed in mph ww - Longitudinal buffer space or flogger station spacing xww - Use on sustained downgrade steeper than -3 percent and longer than 1 mile. TO ACCOMPANY PLANS DATED TABLE 3 ADVANCE WARNING SIGN SPACING N DISTANCE BETWEEN SIGNS* ROAD TYPE A B C O ft ft 1t _16 O m C (n URBAN - 25 mph OR LESS 100 100 100 URBAN - MORE THAN 25 mph TO 40 mph 250 250 250 URBAN - MORE THAN 40 Mph 350 350 350 RURAL 500 500 500 EXPRESSWAY / FREEWAY 1000 1500 2640 w - The oistonces are approximate, ore intended for guidance purposes only, and should be applied with engineering judgment. m These distances should be adjusted by the Engineer for field conditions, v if necessary, by increasing or decreasing the recommmended distances. ch a Z v a v STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION TRAFFIC CONTROL SYSTEM TABLES FOR LANE AND*RAMP CLOSURES NO SCALE RSP T9 DATED JULY 19 2013 SUPERSEDES RSP T9 DATED APRIL 19, 2013 THAT SUPPLEMENTS THE STANDARD PLANS BOOK DATED.2010. REVISED STANDARD PLAN RSP T9 ,13 0 P