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2520=' ATTACHMENT E NOTE: With proper validation this form constitutes an CITY OF LA QUINTA encroachment permit (:*OF APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)'1110 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: - 10/3/96 Subdivision Improvement Permit — Class III Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION Washinarnn. Stragr from Arad Waring nrivp North i milp tn City Limits (Street address or Description of Location) 1 PURPOSE OF CONSTRUCTION Install Washineten St Sketch (attagh construction plans if appropriate) Force Main A DESCRIPTION OF CONSTRUCTION Installation of 1111 PVC sewer force main for rVWD SEE ATTACHED CONDITIONS DIMENSION OF INSTALLATION OR REMOVAL 2 -600 1 . f _ force main installation in Waahineton qt. REP: CVWD PERMIT NO. 2497 SIZE OF EXCAVATION, IF NEEDED Excavation trench approx. 4 ft o 2,600 ft' APPROXIMATE TIME WHEN WORK WILL BEGIN 10/5/96 APPROXIMATE TIME OF COMPLETION 12/11/96 ESTIMATED CONSTRUCTION COSTS 140.000 _ (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. i. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started. m Coply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Ouinte and to pay for any additional replacement necessary as the rjosaIrTf this work. r Signature of Applicant or Agent Peter Artukovich Constr. 8243 Seranata Whittier A 90609 (ain) 047 40111 Name of Applicant (please print) Business Address Telephone No. same same Name of Contractor and Job Foreman Business Address Telephone No. 295900 30511 Contractor's License No. City Business License No. Pacifir Tnquranrp Cn 71n0n525R 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: :• attached schedule Inspection Fee $ 1,360,00 Permit Fee 10.00 Penalty Cash Deposit -Surety Bond if required TOTAL: $ 1,370.00 Receipt No. Received by Date Recorded by ''l PERMI� VALIDATION PERMIT NO. 2520 DATE APPROVED In/2/96 EXPIRATION DATE 1/15/97 DATE ISSUED By Ad nistrative Authority Telephone: (61 B) 777-7075 SPECIAL. CONDITIONS—PERMIT NO. 2520 — CVWD - PETAR ARTUKOVICH CONSTRUCTION -- In addition to the standard permit conditions, the following shall apply: . ' 1 • All work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction. 2• Permittee shall be responsible for providing continuous dust and erosion control. 3. Streets shall be kept clean. They shall be completely cl more frequently if required. eaned at the end of each working day and 4. Contractor shall comply with the local noise ordinance. :Operation within one half mile of human equip'ment occupancy shall beof periods: perfotmedonly during thecefollowing time October 1st to April 30: Monday -Friday 7:00 a.m. to 5;30p.m. Saturday 8:00 a.m. to 5:00p.m. • May 1st to September 30: Monday-Friday6':00 a.m. to 7:00p.m. Saturday 8:00.a.m. to.5:00p.m. Work shall be prohibited on legal holidays including Sundays-. 5.. Permittee/conuactor shall assume responsibility for repair of an or private street and for anY pavement damage to any public - Y damage to other City streets or facilities performed under this permit. as a .result of work '6. 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):. It shall be the permittee's responsibility to detour and barricade this site. 7. Street closures shall not be permitted. A minimum of one travel lane onaved" maintained with flagmen at all times. psurface. shall be 8• Prior to excavating, the permittee shall contact Underground Service Alert at 1(800) 422-4133. " 9.' Should additional work, materials, or modifica of the work be required in order to meet"city standards, safety requirements, ignage Siions 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 Quinti. 10. Contractor- shall protect i damage. n place all signal facilities and shall be responsible for repairing any SW621 Conditions • Pertnn No. 2520 . r Page 1 of 2' . ... SPECIAL CONDITIONS—PERMIT NO. 2520 continued 11. .All backfill and subgrade soil shall be compacted to 90% relative dry density, all backfill soil within the top 2' of_finish pavement surface shall be compacted to 95% relative dry density, all base material shall be compacted to 95% relative dry density. 12• All excavations at or near the travel way shall be backfilled and paved at the end of every workday as directed by and to the satisfaction traveling public. of the CityEngineer for the protection of the 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. Permanent pavement replacement section shall be one inch greater than existing. 16. Permittee shall notify the City Engineering Department a minimum of 48 hours prior to an in the street (i.e. paved areas) at (619) 777-7075 when the work involves lane closureys)worin ak signalized intersection or within 500 feet of a signalized intersection. Permittee may be required to submit a site-specific traffic control plan for review and approval prior to commencing work at or near a signalized intersection. 17.. Work hours at signalized intersections or within 500 feet of a si from gam - 3pm to avoid �� intersection are typically peak traffic periods but may vary depending on the location of the intersection. The permittee will be notified by the City of specific work hours (if different) during the 48 hour notice period, 18. All backfill shall be mechanically compacted in life of eight (8) inches or less. Jetting of backfill material will not be allowed. or flooding 19. COnn'actOr/permittee shall pay for and provide soils compaction tests. Three (3) rando be performed for every 300' of horizontal trench and three m tests shall (3) random tests shall o performed for every 3' of vertical fill. C20, --'The applicant shall furnish proposed mix designs for asphalt concrete and P.C.C. if required surface restoration and shall not be in q red for g permanent surface paving until the mix designs are approved by the Public Works Department. 21. A traffic control plan shall be prepared and submitted to the city for review a minimum of 48 hours prior the start of any construction in the street. (22 . Contractoripermittee shall schedule a preconstruction meeting and notify all affected utility companies, districts and agencies. 23. Contractor/permittee shall stabilize any soil that was disturbed (shoulder areas Etc.) as a result of work performed under this permit. Spnyl COWWOAS - Peed No. 2520 Page 2 of 2. The following General and Special Provisions are attached to and made a part of permit No. GENERAL PROVISIONS The following shall always apply: ENROACEM NI' ON PRIVATE PROPERTY: This permit authorizes wort to be accomplished within City of La Quinta right 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 wort. TRACKLAYING CONSTRUCTION EQUD'MENT. Cleated tracklayiag construction equipment shall not be permitted to opers any paved surface unless fitted with smooth -faced street pads. AU mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in bactfill.operations in paved areas. If the exit Pavement is scarred, spelled, or broken during the term of this contract, or if the pavement is marred, City of L& Quinta shall reqs that these portions of road be resurfaced over their entire width. Resurfacing"ahall consist pf one coat of two inches (27 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 City Engineer or La 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 an 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 Quint& shall be notified prior to commencement of this work. Drainage structures and open drains shall be Rept free of debris at all limes for proper drainage. RIGHT OF WAY CLEANUP: Any surplus material resulting from excavation and'backfill operations shall be removed from the of way. AU paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and comps Existing gutter line and drainage ditches shall be replaced to their original standard or better. AU 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 atter backfill. DE -WATER OPERATIONS: If de ' -watering operations aro required and pumps are forcing water on City of La Quint& roads, it s be the responsibility of the permittee (contractor) to control this water and to.provide off-street barricades when necessary. CLOSING SPREE'S: No stmt shall be closed. A minimum of one lane of traffic shall be maintain' at all times to provide lint access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a any length of time, permittee shall contact this office to obtain the necessary permission. stmt SPECIAL PROVISIONS 7h1 following shall apply when indicated: NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 48 haat in advance of starting construction. R2% UTILITY CLEARANCE: (Substructures) Prior to making any excavation within the City of La Quint& right of way l� 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 thesole responsibility of the permittee. V UMJTY 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 surfac with inches of A.C. paving placed on inches of class _ aggregate subbase course having an value of not leas then and in conformance with City of La Quint& Road Improvement Standards and Specifications, Ordinance 0461. �RS PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be -graded to a slope 1/4 inch to one foot (1,). GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established a licensed engineer. R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (_feet) shall b 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. Rg DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the prope! line and the existing road paving shall be 2.1/2 inches of A.C. paving placed on () of class aggregate base. Driveway construction shau conform to anachad drawing. SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times. R10 SOI. STERILIZER. The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with V. manufacturer's specifications. RI1 COORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California or Cir La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of (. Quinta forces to preclude delay or interference with State of City of La Quints projects. &12I SURVEY MONIA► WM: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property fines when involved shall be completely tied out so they may readily and correctly be ' replaced by a lictnsed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the tier these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be noti upon completion or replacement of all survey monuments for proper project clearance. 13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight to a straight edge prior to excavation. M, 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 i facilitate the general now traffic. Prior to final paving operations, any damage to pavement straight edges shall be correct Rl LIMIT OF EXCAVATIONS: Excavations shall be limited for Lnear feet oftopen trench before backfill operations n begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of 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 (S) days. No excavation shall be made unless the construction material is actually on the work site. EUS BACKFILL MATERIAL- Backfill shall be free of brush, roots or other organic substance detrimental to its use for purp, j 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 rept by an approved sand or gravel. R16 BACKFILL SAND: Backfill shall be approved transit-mix sand or equivalent and shall be'place l in lifts of not greater the I three feet 0') and vibrated using vibrotamper or equivalent equipment Alternate methods may be substituted, but in any t a relative compaction of 95 percent shall be attained with the structural section of the roadway. R17 BACKFILL PLACEMENT. Backfill shall be applied in layers of not more than SO percent of ;he total depth of the trenci before flooding or a maximum of five-foot (SI lifts where trenches aro of excessive depths. Cafe is to be examined that th backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the rests: compaction shall be not less than 90 percent or equivalent to the surrounding ground, whichevfr is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Wbe: jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuo R18 COMPACTION TESTS: If so requited by the inspector, compaction tests sball be made at intervals of not mora than 100 feet and a minimum of one (1) test on each road. One (1) copy of each teat shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be trade 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 Section 6.3.01 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 2 inches of SC-800 shall be placed on a prepared subgrade. The SC-800 temporary paving shall be placed afti maximum of 3000 linear feet of trench has been excavated and backfill operations completed, but in no ease 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 two inches (2) of SC-800 shell be placed immediately. A permanent patch of inches A.C. surfacing placed on a inch class base shall be placed no later than days after completion of temporary road repair. R 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. i. STREET RESTRIPING: Where street striping is still visible on streets to be excavated, such striping shall be replaced upo 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 traveli public. It shall be the responsibility of the permittee 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 stum 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 shE comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. Contractor's license No. 295300 Class A January 27, 1997 PETAR ARTUKOV10 CONSTRUCTION CO,, INC. 8243 SERANATA DRNE WHITTIER, CALIFORNIA 90603.1050 Elsie A. Meyer, P.E. Coachella Valley Water District P.O. Box 1058 Coachella, CA 92236 RE: Washington Street Force Main No. 2 SUBJECT= Asphalt Paving Cap Dear Ms. Meyer: v /fv. 7v�• --- /ia . 5 P ONE (31 947-4081 FAX (310) 943.3260 ATTACHMENT F On January 24, 1997; we had a jobsite meeting with the representatives from the County of Riverside, the City of Palm Desert and. the City of La Quinta in regards to the paving cap over our trench on Washington Street from Country Club Drive to Fred Waring Drive. At -this meeting, the representative from La Quinta demanded a "butt -joint" for the paving cap in their locality. We have planned ori Tuesday, January 28, 1997, to'lay a 10 -foot wide cap, r.. feathered out on.the sides, per the requirements of the County of Riverside. This method was proposed to the City of La Quinta when we applied for their encroachment permit, and it was accepted by them. Also, their encroachment permit did not specify any paving requirements, nor were we advised of any paving requirements while performing work in their locality under their in- spection. Also, since the installation of the paving cap is one continuous operation, it is not practical nor feasible to interrupt the operations to change the method of installation for only a few hundred feet of paved area.. Therefore, if we have any delays or changes in the method of installing the asphalt pavement cap in the City of La Quinta which is different from the method of operations for the County of Riverside, we will pass any additional cost to the Coachella valley Water District.for reimbursement. Very truly yours, Myrna Artukovich- Secy-Treas. cc: City of La Quinta, Public Vo:ks Dept. Attachment G CITY OF PALM DESERT DEPARTMENT OF PUBLIC WORKS ENCROACHMENT PERMIT REQUIRED111. UNDERGROUND SERVICE ALERT I.D. NUMBER APPLICANT: PETAR ARTUKOVICH CONSTRUCTION 310-947-4681 PERMIT NO. 9_ 6323 Washington b Country Clut NAME OF STREET PALM DESERT, CALIFORNI, October 3. 1996 DATE Subject to the provision of City of Palm Desert, Ordinance No. I and Ordinance No. 25 and all the tet conditions restrictions, specifications, standards and rules and regulations of the City of Palm Desert c any other public agency written below or printed as general on special provisions or incorporated here by reference: PERMISSION IS HEREBY GRANTED TO: Install a sewer force main on Washington Street between Country Club Drive and Fred Waring., project known as Washington Street Force Main No.2. Attached conditions at a part of this permit and must be complied with. This permit only covers areas in t. City of Palm Desert right-of-way. The City Of Palm Desert specifications and/or standards are hereby referred to and made a part of here( as fully as if they are set out herein. A copy of this permit is to be kept at the site of the work and must be shown on demand to any. authorized representative of the Director of Public Works. This permit is to be strictly complied with and no work other than that specifically mentioned above. is autliorized hereby. Performance of the work shall be deemed to be acceptance by the permittee of all terms and conditions of this permit and Ordinance No. I and No. 25. Contractor is responsible for notification of Fire (346-6234) and Sheriff (836-1600) whenever his shall reduce the number of travel lanes or result in a street closure. Notification shall be made twenty - work four (24) hours in advance. Permit. not valid without Underground Service Alert I.D. Number. This permit is issued to the Utility Company only. The utility contractor is required to also obtair. an Encroachment Permit and execute the City of palm ::;serf Hold Harmless Agreement. xxx Permit not valid without signature of field inspector. FIELD INSPECTOR. -W Work covered by this permit is completed & approved by. FIELD INSPECTOR' U; / -L DIRECTOR OF PUB IC WORKS This permit shall be void unless work herein contemplated shall be completed before - DECEMBER 31, 1996. EXPIRATION DATE CITY OF PALM DESERT { TRENCH BACKFILL AND TRENCH PAVING CONSTRUCTION PROCEDURES f� L.., 1• The City of Palm Desert must be contacted by the Permittee b i any work is started within the City's right-of-way. et i 2• Traffic Control Devices will be required on all work within City right-of-way and shall be installed in accordance with latest edition of the Caltrans Traffic Control Standard Area p ane T -11C to T113Ha and o additional traffic control devices .the City of Palm Des ' requests. 4 3• Pavement Cutting shall be a sawcut or equal to obtain a strain v ertical plane. 4• Trench Backfill requirements for trenches located pavement areas shall be as follows: in str( Trenches may be backfilled with clean, suitable, native materif Any material encountered during excavation which the City Engines or his authorized representative deems unsuitable shall not be ue for backfill. Unsuitable material shall be replaced { supplemented with an approved imported material'. The backfi material shall be watered mechanically compacteto optimum moisture content e d in lifts not to exceed 12 inches, or oth approved method of compaction to obtain the relative densi indicated on the attached drawing. 5• Paving of trenches within Pavement areas shall be as follows: Temporary Bituminous Resurfacing is required on all trenches, Potholes in paved street areas unless permanent pavement ie plac: immediately. The temporary resur trench backfill as soon athe trench ch b ckf ll is shall be placeved d over t! City's Public Works Inspector. All trenches which nre opened by traffic must have temporary resurfacing material placed in them { the same line and grade as the ori incl A.C. must be finish rolled with a steel wheel panroller or eapmet; ' vibra-plate to produce a smooth finish surface on the temporal A.C. pavement. The temporary bituminous mixture shall be place( rolled, and maintained by the Permittee and its removal a: disposal shall be the responsibility of the Permittee. The minims ' thickness of temporary resurfacing in residential and collect( i paved areas shall be 2 inches with greater thickness required i intersections or other critical locations as determined by th City's Public Works Inspector. A minimum of 3 inches of temporar A.C. is required in all other street paved areas with greate thicknesses required in intersections or other critical location i as determined by the City's Public Works Inspector. 6• Inspections are required Inspector for all backfill by avin °f Palm Desert's Public Work or paving work performed without inspections edures - by the' iilin. inspector will be subject to -removal and replacement the City 7• Backfill requirements shall be as specified in 8ection.306 of tht "Standard Specifications for Public Works Construction" except at modified by this document. 8• Replacement of surface improvements shall be as specified ii Section 306.1.5 of the "Standard Specifications for Public Workr Construction" except as modified by this document. 9. All surface improvements damaged or removed by the contractor's operation shall be replaced unless otherwise specified on the plan or in the special provisions. 10. Asphalt concrete used for permanent resurfacing shall be Class C2 -AR -4000. 11. In lieu of details shown below, the structural section of permanent resurfacing may be designed using the gravel equivalent method. Such sections are subject to approval of the City Engineer. 11.. All requirements of this drawing apply to trenches in easements, and rights of entry, as well as those within street rights-of-way. 13. The City Engineer may require a 3/4 inch thick A.C. overlay of the street area under the following conditions: A. Where the existing pavement is uneven and at least 300 .feet ir. length. Such overlay shall be a minimum of 12 feet wide oz one travel lane wide. E. Where the existing pavement is damaged by the contractor's operations. The extent of such overlay shall be determined bi the City Engineer. A.C. PYN'r. .lOJACEiVT %d %irMo TEMPORARY OR PERMANENT RESURFACING L/NE MAI' .V.414 TO AE ,S4&AeVY' f' SEE OETAILS BELOW AND A/PL/CABLE EMOVELO TD OSM141 A STRi1/G{? 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Any leakage in excess of this amoum shall be stopped in a manner satisfactory to the Engineer, and the test repeated until the total leakage does not exceed the amount specified. All obvious leaks shall be stopped in 3 manner satisfactory to the Engineer, whether or not the leakage from the line exceeds that permitted herein. 306-1.5 Trench Resurfacing. 306-1.5.1 Temporary Resurfacing. Unless permanent pavement is placed immediately, temporary bituminous resurfacing 50mm(2 inches) thick shall be placed and maintained at locations determined by the Engineer wherein excavation is made through pavement, sidewalk or driveways In sidewalk areas the temporary bituminous resurfacing shall be at least 25mm(1 inch) thick; in all other areas it shall be at least 50mm(2 inches) thick. At major intersections and other critical locations, a greater thickness may be ordered Temporary resurfacing shall be placed as soon as the condition of the backfill is suitable to receive it and shall remain in place until the condition of the backfill is suitable for permanent resurfacing. The bituminous mixture used for temporary trench resurfacing shall conform to Class D2 asphalt concrete mixture in 203-6.3.2; and bitumen conforming to grade SG 800 liquid asphalt in the Slow Curing Product table, 203-2.4 The mixture may be furnished from stockpiles or dircctl% from the plant and may be laid cold, at the option of the Contractor. Prior to placing temporary resurfacing, the Contractor shall level and compact the backfill on which the surfacing is to be placed. The grade of the backfill on which the resurfacing is to be placed shall be such as to provide the full thickness of temporary resurfacing specified. The temporary resurfacing shall be placed, rolled, maintained, and removed and disposed of by the Contractor. On improvements being constructed under contract with the Agency, the Proposal will contain a bid item for an estimated number of tonnes(tons) of temporary bituminous resurfacing materials. The price bid shall include full 543 compensation for furnishing, placing, maintaining, removing, ind disposing of such temporary resurfacing materials. Pa%ment will be limited to that quantity of material ordered placed by the Engineer and shall include material uscd to maintain the temporary resurfacing until the Ki-manent resurfacing is placed. Material which is placed by the Contractor for its convenience shall be at no cost to the Agency. 306-1.5.2 Permanent Resurfacing. Unless otherwise ft%%n on the Plans or in the Specifications, all surface tmproyements damaged or removed as a result of the Contractor's operations shall be reconstructed by the Contractor to the same dimensions, except for pavement thickness, and with the same type materials used in the original work. Trench resurfacing shall be 25mm(1 inch) greater in thickness than existing pavement. Subgrade for trench resurfacing shall conform to Section 101 and the pavement reconstruction shall comply with the applicable provisions of Section 302. 306-1.6 Basis of Payment for Open Trench Installations. Pipe and conduit shall be measured along the longitudinal a%is between the ends as laid and shall include the actual pipe in place and shall not include the inside dimensions of structures. House connection sewers shall be measured from the center of the main sewer to the upper end of the house connection sewer. Catch basin connections shall be measured from the inside face of the catch basin to the inside face of conduit or structure to which connection is being made. Chimney pipe shall be measured vertically from the upper cnd of the chimney to the invert of the sewer. The price per linear meter(foot) for pipe and conduit in rla:c shall be considered full compensation for all wyes, tees, finds. monolithic catch basin connections, and specials sho%%n on the Plans; the removal of interfering portions of casting sewers, storm drains, and improvements; the closing or removing of abandoned conduit and structures; the ex: n ations of the trench; the control of ground and surface %%atcrs: the preparation of subgrade; placing and joining pipe; tmckfilling the trench; permanent resurfacing; and all other DATE EVENT 4/8/96 Reviewed final plans for CVWD sewer main. No indication on plans of 10' asphalt overlay. 8/6/96 Received. encroachment permit application from CVWD. No evidence of 10' asphalt overlay. 8/12/96 Issued encroachment permit to CVWD with first special condition stating all work shall be performed per "Greenbook." "Greenbook" states trench shall be resurfaced to the same dimensions. 9/30/96 Received encroachment permit application from Petar Artukovich Construction. No indication or evidence of 10' asphalt overlay. 10/4/96 Issued encroachment Permit to Petar Artukovich Construction with first special condition stating all work shall be performed per "Greenbook." "Greenbook" states trench shall be resurfaced to same dimensions. 12/13/96 Construction in progress 1/14/97 Hector Guzman questions contractor, Petar Artukovich, on how permanent resurfacing will be accomplished. Petar states he will cap the trench with 3/8" asphalt material. Hector informed Petar Artukovich 3/8" asphalt material not acceptable. Cap shall be 1/2" material. No indication or evidence of 10' asphalt overlay. 1/22/97 Petar Artukovich Construction informed Hector of 10' asphalt overlay and asked Hector to bring the 10' overlay to Public Works Managements attention and ask if they City would participate in the cost of paving the entire lane. Management elected not to participate in additional costs or paving and directed Hector to inform the Contractor to cap the trench only as originally intended. 1/24/97 Hector informed Contractor & CVWD"to cap only to trench and create a butt joint as originally intended. Hector was asked by CVWD inspector if this condition was in writing. Hector informed CVWD inspector Gregg Green that the City's position is that the permit which refers to the "Greenbook" indicates resurface only the trench area. CVWD Inspector Gregg Green asked Steve Robbins to call Steve Speer. Mr. Robbins spoke with Mr. Speer. Mr. Speer informed Mr: Robbins of tile, problems that may occur if a butt joint is not created and Mr. Robbins agreed with Mr. Spge . QRobbins also stated that he understood the City's positionla l 'he Contractor would be r spons'ble for his mistake. Field meeting with CVWD Inspector, Contrac r, and Hector. Contractor ��� and CVWD Inspector made aware that overlay. would not be acceptable to the City. 1/27/97 CVWD Inspector, Gregg Green asked Hector for paving requirements in writing so that the District would be able to justify extra work and make the City of La Quinta Financially responsible. Hector's. response was that the City's position was the -permit and greenbook was sufficient documentation, stating resurface only the trench area. 1/28/97 Washington Street paved with 10' overlay. Against the City's direction and without benefit of inspection. r 1/27/97 CVWD Inspector, Gregg Green asked Hector for paving requirements in writing so that the District would be able to justify extra work and make the City of La Quinta Financially responsible. Hector's. response was that the City's position was the -permit and greenbook was sufficient documentation, stating resurface only the trench area. 1/28/97 Washington Street paved with 10' overlay. Against the City's direction and without benefit of inspection. - 1 Iq1 0��S Vc91KOCp,J�rSrr7t p� wl S'�e✓e_ 2o{'�Qc►J S I