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3629NOTE: :With.proper validation this form constitutes an CITY OF LA QUINTA encroachment permit APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) 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 DATE 02/ 12•/02 Subdivision Improvement Permit — Class I I I Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION JEFFER.SON MR1RT somm oy I1.Vi. im gin To i nwm n nu rtm r.r! E'Ait4 ",xrn.,,►%1 - _..eaa _.....__..y (Street address or Description of Location) PURPOSE OF CONSTRUCTION RELOCATE FIBER OPTIC LINES appropriate) Sketch (attach construction plans if a LAVE CLOSURE AS PER DESCRIPTION OF CONSTRUCTION SEE ATTACHED SPECIAL CONDITIONS �±r.DIMENSION .OF INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN 02/15/02 APPROXIMATE TIME OF COMPLETION seven days ESTIMATED CONSTRUCTION COST $ 750.00 (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) 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. Comply with all applicable City Ordinances, the terms and conditions of the'per it and all appl cable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work/ SigrAture of Applicant. or Agent COCHRAN C04MICATION CONSTRUCTION 36630 CA;;LRAL CYN CAT CITY CA 328 6778 Name of Applicant (please print) Business Address Telephone No. SAME AS ABOVE Name of Contractor and Job Foreman Business Address Telephone No. Contractor's License No. City Business Licerise.No. ILLINOIS UNION INSURANCE CO ODx 065193 Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit —Class III Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor. Improvement Permit — Class IV: See attached schedule Inspection Fee . $ 100.00 II Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL: Receipt No. Received by Recorded by 100.00 $ 200.00 Date UUU FEB 2 2 20i-- j ft 3 29 CfTVOFI AQUI G7 ._°��IAf�C �?f* PERMIT VALIDATION PERMIT NO. 3629 DATE APPROVED 02/12/02 EXPIRATION DATE DATE. IISSSUED By Mministrative Authority Telephone: (760) 777-7075 NOTE: With proper validation this form constitutes an encroachment permit CITY OF LA QUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) 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 DATE: LOCATION OF CONSTRUCTION L2 1 d%1 I Subdivision Improvement Permit — Class III Minor I provement Permit Class IV & t of � vp 10Mite/0 L>r's tJ-G Tf-4,0 &—hVA, c- (Street address or Description of Location) PUPOSE OF COrOST UCTI N S - Sketch (attach construction plans if appropriate) 1 DE PTlgN OF CONSTRUCTION e-L'- 10) t a Y DIMENSION OF INSTALLATION OR REMOVAL ED LIEC SIZE OF EXCAVATION, IF NEEDED ryAPPROXIMATE TIME WHEN WORK WILL BEGIN ZoOLAPPROXIMATE TIME OF COMPLETION ORKS ESTIMATED CONSTRUCTION COST $ r (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) In consideration of the granting of this permit, the applicant hereby agrees to: Indemnity, -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 124) hours in advance Y time when work will be/ started. Comply with all applicable City Ordinances, the terms and conditions of the derd all applicablles ery� regulations of the Ciry of - La Ouinta and to pay for any additional replacement necessary es tha, resul ofwork. /I �' Sign�re of nt or A%k) COM/6 c T,,d/i Applicant (Vease print) Busine ; Address. Name of Contractor and Job Foreman Business Address Telephone Telephone No. Contractor's License No. City Business License No. t ;S UriAtn 145UtA,nCeC�w, �� F�C�1.obS113 Applicants Insurance Company GEN. LIAQIL17y Policy Number FEES: Subdivision Improvement Permit —Class III Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor Improvement Permit — ClassIV: See attached schedule Inspection Fee $ �l Dy II Q PERMIT VALIDATION Permit Fee 3 (p7i l Penalty Cash Deposit -Surety Bond if required TOTAL: Receipt No. Received by Date Recorded by 7 PERMIT NO. _ DATE APPROVED Z�J 2, D Z EXPIRATION DATE DATE ISS D By Administrative Authority TELEPHONE: (619) 777-7075 _C .Cr"'._C_ rm.^. II_i. '�I_i-1J_I `l l._:lll J:)1 i. r_ _'IJ1 lt_i _, .l h-il'i r"1 ACORD. CERTIFICATE OF LIABILITY INSURANCE oaii9 P*ODUCER Serial# A1491 FRED SADEGHI INSURANCE SERVICES 909, 342-0309 5053 LA MART DRIVE, SUITE 206 ` RIVERSIDE. CA. 92507 INSURED COCHRAN COMMUNICATIONS CONSTRUCTION 36-630 CATHEDRAL CANYON DRIVE CATHEDRAL CITY, CA. 92234 COVERAGES THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATIO ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICAT HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND O ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOV INSURERS AFFORDING COVERAGE INSVRERA: ILLII`YVIJ v11r0%wov II417vJ1 IVVG INSUR--R 8: MERCURY CASUALTY INSURANCE COMPANY u+systERc: GENERAL SECURITY INSURANCE COMPANY INSURER D: STATE COMPENSATION INSURANCE FUND THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDII, ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERT*ICATE MAY BE ISSUED C MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES OF -SCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUC POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ItLTR TYpEOF INSURANCE--- POLICY NUMBER POLICY dWQf) SVF POt.IC`I £nryl 1CRFt'tlOri LIMITS -A . GENERAL UA8110V X COMMERCIAL GENeRALUAMLITY CLAIMS MADE Q OCCUR OGL06S193 6-17-2001 6-17-2002 EACH OCCURRENCE s 1,000,0 FIRE DAIMAGEI"cmfmI s 50,0 MED om (Arty c r pemoN s 5,0 PIMSONAL a AOV INJURY s 1,000,0 _ Gflt:L AGGREGATE Umff APPLIES PER: I POLICY PRO- LOC GENERAL AGGREGATE Is 2.000,0 PROOUCTS - COMP,OP AGG j s 2.000.0 --� B AUTOMOBILE +I X f X LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS rio,+4W.440 AUTOS PENDING 6-17-2001 6-17-2002 i ! II coMsimeo s,NOLe uMIT (ED s 1.000,0 BODILY INJURY (Pet ow—) , s 8001LY INJURY (P'R<acodmt) s X axovr�eTM OurAGe (Der P1.=d s _ GARAGE LIABILITY ANY AUTO I ! AUTO ONLY. EA ACCIDENT s OTHER THAN EA ACC AUTO ONLY' AGG _^ s s C EXCESS UAsa.►" X oceua a.AII.Ls MA" OEDUcnBLE RETENTION s CE9000866 6-17-2( I' i 6-17-2002 I EACH OCCURRENCE s 3,000.0 AGGRecaTE s 3.000,0 s s D WORKERS cowPORaATMN ANO DAPLOYERS' LIABILITY G46-8625-01 01-01-2001 01-01-2002 X TQR<UMtFSt IER E.L.EACH ACCIDENT s 1,000,0 E.L. DISEASE • EA FM"Ygd S 1,000,0 EL. DISEASE - POLICY LIMIT I s 1,000,0 OTHER a.c.....salvwwaica.sa wv�cy ocrrusna,plltNtavtctwL s ""WOMFi 10 DAYS NOTICE OF CANCELLATION FOR NON-PAYMENT OF PREMIUM RE. ALL OPERATIONS OF THE NAMED INSURED THE FOLLOWING ARE NAMED ADDITIONAL INSURED: THE CERT HOLDER CITY OF LA QUINTA BUILDING & SAFETY P.O. BOX 1504 LA QUINTA. CA, 92J31 ACORD CANCELLATION SNOULD ANY OF THE ABOVE OeXAMEO POLICIES 6E CANCELLM 99:DAE THE 0tPIRAI DATE THEREOF, THE ISSUM INSURER WR.L ENDEAvoR TO MntL 30 DAYS WMT NOTtM TO TILE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SD SIR IMPOGG NO OBR.IOATION Oa LIANLITY OF ANY KIND UPON THE INSUREK IT3 AGENTS o ACORD CORPORATION 1 ..h .a•'r�,:.*�'�: �:'�•��K'�-...'d`, ^ I ,�,rtiy r ' . f+l�' �#'�.a-Fj'{-,'�.��. , 4t '�. .•. .. ��.,.. a. - - ' -.. rsrgwtrms,•�acs'!^r^:-4�-,... .^ T-.-.T--•..:---....�..�.�-r-'. -.- .. - -._. -. -. T'--.__. - . C18 or C23I /// § C13 or See Chart A D C14 U Q Q BARRICADES D D of -- A D D1 0 D DELINEATORS 0 � � See Chan A ° 1 D D 1 D D 1 f _ n 1 — CHART A — 1 MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT SIGN SPACING TRAFFIC SPEED TAPER LENGTH DELINEATOR SPACING (Advance of Taper (Each Lane) (Taper) (Tangent) 8 Between Signs) 25 MPH (40 Km/h) 150 Ft. (SOm) 25 Ff. (Sm) 50 Fl. (15m) 150 Ft. (50m) 30 MPH (45 Km/h) 200 Ft. (60m) 30 Ft. (9m) 60 Ft. (18m) 200 Ft. (60m) HIGH LEVEL 35 MPH (50 Km/h) 250 Ft. (75m) 35 Ft. (i 1m) 70 Ft. (21m) 250 Ft. (75m) WARNING DEVICE 40 MPH (60 Km/h) 350 Ft. (110m) 40 Ft. (12m) 80 Ft. (24m) 350 Ft. (110m) D OR 45 MPH (70 Km/h) 550 Ft. (170m) 45 Ft. (14m) 90 Ft. (27m) 550 Ft. (170m) '50 MPH (80 Km/h) 600 Ft. (180m) 50 Ft. (15m) 100 Ft. (30m) 600 Ft. (180m) FLASHING '55+MPH (85 Km/h) 1000 Ft. (300m) 50 Ft. (15m) 100 Ft. (30m) 1000 Ft. (300m) ARROW SIGN 7 Notes: —See Section 8 for high speed situations. ® I —Distances shown in parentheses are approximate. Ou I w N WORK AREA See Chart A See Chart A I I C18 or C23 n I I CLOSING OF RIGHT LANE C20 (Rt.) '41 The following General and Special Provisions are attached to and made a part of Permit No. GENERAL PROVISIONS The following shall always apply:' ENROACIINIENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City, of La Quinta 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. TRACKLAYING CONSTRUCTION. EQUIPMENT: Cleated tracklaying construction equipment shall not be permitted to operate on any paved surface unless fitted with smooth -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to proteci the paving during excavations. Rubber -tired equipment only shall be used in.backfill operations 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 (21) of A.C. surfacing plus appropriate seal cost 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 Le Quints City Public Works inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified.24 hours in advance of any traffic detours or delineations. CARE OF DRAINAGE STRUCTURES:, Any drainage structure including 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 Quints 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 backfW 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 -OPERATIONS: If de -watering operations are required and pumps are forcing water on City ofLa 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 foRowing shall apply when indicated: NOTIFICATION: Permittee shall notify the City at (619)777-7075 at lead 49 hours in advance of starting construction. VTH.ITY CLEARANCE:. (Substructures) Prior to making any excavation within the City of La Quinta right of way (U 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. U`JTL ITY 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 inches of A.C..paving placed on inches of class .aggregate subbase course having an 'R' value of not less than and in conformance with City of La Quinta Road Improvement Standards and Specifications, Ordinance /461. PARKWAY GRADING: Area between the property line and top of the, proposed concrete curb shall 'be graded to a slope of 1/4 inch to one foot (17. N 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 (_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 Quints Standard N207. 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 2 1/2 inches of A.C. paving placed on ( ) of class aggregate base. Driveway construction shall conform to attached drawing. R9 SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times. Q J, RIO SOIL SI'ERIIIZE L, The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with. the manufacturer's specifications. COORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California or City of Le Quints may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quints forces to preclude delay or interference with State of City of La Quints projects. R 1 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when involved shall b'e completely tied out so they may readily and correctly be 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 project clearance. PAVEMENTCUTTING: Pavement will be mechanically saw cut to a straight 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 of 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 EXCAVA71ONS: Excavations shall be limited to 1000 linear feet of open trench before backfill operation's 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. BACKFILL MATERIAL. Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes . of producing an adequately consolidated backfill. Any material which the City of La Quints 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 in lifts of not greater than three feet (3') and vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of 95 percent shall be ottained with the structural section of the roadway. R17 BACItGM L PLACEMENT: Backfill shall be applied. in layers of not more than 50 percent of the total depth of the trench before flooding or a maximum of five-foot (5') lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme well by flooding operations. Backfill material shall be placed so that the resulting compaction shall be not less than 90 percent 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 continuous. R18 COMPACTION TESTS: If so required by the inspector, compaction testa shall be made at intervals of not more than 1000 feet and a minimum of one (1) test on each road: 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 Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. 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. ROCompaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of 2 inches of SC400 shall be placed on a prepared subgrade. The SC-800 temporary paving shall be placed after a maximum of 3000 linear feet of 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. �1 PERMANENT. PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consistiog two inches (2') of SC-800 shall be placed immediately. A permanent patch of inches A.C. surfacing placed on a 1IL _inch class base shall be placed no later than _days after completion of temporary road repair. 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. STREET RESTRIPING: Where street striping is still visible on streets 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 Quints road right of way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interfef-ence or hazard to the traveling public. It shall be the responsibility of the permittee to maintain the tree in a vigorous grooving 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 is becomes necessary to restrict traffic, the work shall be restricted to a maximum of 500 feet 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 90 percent or equivalent to 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. SPECIAL CONDITIONS --PERMIT NO. 3629 ---Cochran Communication --- 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. Cochran Communication, Inc., hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 3. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently if required.. 4. 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 lst.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. 5. Work.performed within 500 feet of a signalized intersection is restricted 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 (909) 275-6894 if signal operation at the intersection is to be altered in any way. 6. 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. 7. Pursuant to Section 14.16.250 of the La Quinta Municipal. Code (Ordinance 10. § 1 (part), 1982), 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, if required, shall be prepared in accordance with the WATCH Manual and submitted to the City for review and approval one *(1) week prior to starting any construction. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. 8. 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 one travel lane of paved surface shall be maintained with flagmen at all times. Special Conditions - Permit No.3417 Page] of 4 B SPECIAL CONDITIONS -'-PERMIT NO. 3629 ---Cochran Communication --- 9. 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. 10. 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. 11. 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 with 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 bythe 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 anappropriate 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. Special Conditions - Permit No.3417 Page 2 of 4 SPECIAL CONDITIONS --PERMIT NO. 36.29 . ---Cochran Communication --- 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. 12. 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. 13. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 14. Access and egress to all local properties shall be maintained at all times. 15. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. C. Permanent pavement replacement shall be installed using a City approved 1/4" max medium asphalt concrete as the base course lift and a City approved %2" 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 Special Conditions - Permit No.3417 Page 3 of 4 SPECIAL CONDITIONS --PERMIT NO. 3629 ---Cochran Communication --- 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: two (2) feet outside the sawcut removal lines. For longitudinal trenches located in a traffic lane: two (2) feet outside the sawcut removal lines, or to the lane line striping, whichever -is greater. • For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E.. If grinding and capping operations are not performed in the same day 'as base paving operations, the base course lift of max medium asphalt concrete shall be installed from saw -:cut edge to saw-cut.edge flush with the existing street surface. The base course lift of paving shall not be left 0.10' low in anticipation of grinding and capping. F. Any existing lane striping 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. 16. 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. 17, Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § J (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. 18. Stockpile shall not exceed 3' in total height from the existing surrounding area. 19. This permit allows to relash fiber optic cable to aerial strand. This is is necessary to get fiber off the ground, and from being damaged. This work will necessitate a lane closure on Jefferson Street from Ave. 50 to Pomelo Drive. 20. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.. Special Conditions - Permit No.3417 Page 4 of 4 i 03i141102 THU 11:27 FAX.780 328 4139 Cochran Comm. Const. [a 001 V S Of ACCEPTANCE OF COMPLETED WORK (MC 14.16.270) Date: r' Permit No.: DIN: Location: (� Ta: 3Ayo �A c,, -Rnka Permitee/Agent From: Director of Public Works Director: 19.tTAL� co N v u 1 r SI✓R✓1 LE TD R.{a, o.J G N U Fo F--RW A 6 O All work authorized in the above referenced permit has been accepted by the Director of Public Works. 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