Loading...
3377NOTE: %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: 1/23/01 Subdivision Improvement Permit— Class III Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION Trs.ct 28964 — Nort.,b0da of Ave 50 West of Jefferson St. & Far;t- of Orchard bans (Street address or Description of Location) ' PURPOSE OF CONSTRUCTION Waterline crossing Sketch (attach construction plans if appropriate) DESCRIPTION OF CONSTRUCTION Temporary 6"' waterline for gradinR & construction to water site See Attached Conditions DIMENSION OF INSTALLATION OR REMOVAL- 2' trench across; Ave. 50 SIZE OF EXCAVATION, IF NEEDED 21x31acdAAn APPROXIMATE TIME WHEN WORK WILL BEGIN APPROXIMATE TIME OF COMPLETION ESTIMATED CONSTRUCTION COST $ 1-000 (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. 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 permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result•of,this work. Signature of Applicant or Agent Jones Bros. ConstrAction P.O. boat 91415. S5-9A9 Ave. 52, CnAehAIIA. CA 147-99Qll Name of Applicant (please print) Business Address Telephone No. Marc Jones Name of Contractor and Job Foreman Business Address Telephone No. 172092 not 53 Contractor's License No. City Business License No. Strachota Tnsurance Co. Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit — Class I I I Public improvements: 3% of estimated construction costs e Private improvements: 3% of estimated construction costs R Minor. Improvement Permit — Class IV: See attached schedule ' Inspection Fee $ 100, Permit Fee -1_00 JAN 2 4 2001 Penalty �� P �►- 1► [ l� Cash Deposit -Surety Bond if required TOTAL: $ 200 Receipt No. Received by Date Recorded by 3377 PERMIT VALIDATION PERMIT NO. 3377 DATE APPROVED 1/23/01'` EXPIRATION DATE 6/16/01 DATE ISSUED 1/23/01 7 By Administrative Authority Telephone: (760) 777-70 5 :T. JAN 17 2001 PUBLIC. WORKS ��---------------------------------------------------------------------- D 1_ -'E: i proper validation form constitutes an CITY OF LA OUINTA oachment permit APPLICATION FOR. PERMIT s: PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) pp �� For the construction of public or private curb's, driveways, pavements, sidewalks, parking lots, sewers, waier mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS DATE 23 TION OF CONSTRUCTION Subdivision Improvement Permit — Class III Minor Improvement Permit Class IV (Street address or Description of Location) I t — PURPOSE OF CONSTRUCTION ��� � IY1e GLMXE�n� Sketch fattach construction plans if appropriate) DESCRIPTION OF ONSTRUCTIDN e f �' �� n (/fCtf Le►�D 1 " 0 ALS DIMMERS F INSTAL LATION OR REMOVAL i �11 LtYIC 3 � SIZE OF EXCAVATION, IF NEEDED X 3 f S alr"f "ie APPROXIMATE TIME WHEN WORK WILL BEGIN olnir, $IovJ I9 A APPROXIMATE TIME OF COMPLETION bll ESTIMATED CONSTRUCTION COSTS t��r[1 (including removal of all obstruction, materials, and debris, back filling, 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, in authorized agents, officers, representatives and employer, harmles, from and agairm any and all penalties, liabilities or loss resulting from claim or coup action and arising out of any accident, low or damage to persons or property happening or occurring a a proaintaw result of any work undertaken under the permh ennted pursuant to this application. Notify the Administrtitive Authority in loan twenty-four 124) hours in admnce of the time when work vvHl be anrtad. Comply with all applicable ClryOrdinances, the terms and conditions o�f a permit and NI applioW atbro and rspul, of the Chy of n La Quints and to pay for any additional replacerrtent nawery as the 0* Y of this work. of Applicant (please print) Business of Applicant or Name of Contractor and Job Foreman Business Address �^ I Telephone No. 1-7 Contractor's%License, No. City Business License No. 1*11CM11 h lw.�Gli11CQ �0 , 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 $ yD0 Permit Fee i Penalty Cash Deposit -Surety Bond if required TOTAL: $D 2774 PERMIT VALIDATION PERMIT NO. DATE APPROVED I� U EXPIRATION DATE DATE ISSUED Receipt No. Received by Date Recorded by Telephone: (619) 777-7075 Administrative Authority JAN-17-2001 WED 02)24 PM FAX N0, P. 02 CERTIFICATE OF ID CP DATE (MMIDD/YY) LIABILITY 1NSUR,ANC&JSR-1 1 O1/1.6/01 �4COn THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION PROOUCCR ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Strachota Insurance Agency Inc HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR California License #0249673 ALTER THE COVERAGE`- AFFORDED BY THE POLICIES BELOW, 43500 Ridge Park brave Ste 203 ToMecula CA 92590 INSURERS AFFORDING COVERAGE Phonet909-676-2229 Faxo909-676-7391 _ INSURED INSURER A: $tea fadfact lnsurance INSUReRB:, Agricultural insurance Co. T&.T Brothers Construction Co. INSURERC: Golden I'agle Insurance Co- Fund P.O. Box 905 INSURERD; State CCI_mpensdtion Coachella CA 92236 INSURERS Great American insurance Co. GOVCRACES TO TI IC INSURED NAMED ABOVE FOR TIME POLICY PERIOD INDICATFD NOTWITHSTANDING THE POLICIES OF INSURANCE LIS (ED DELOW HAVE BEEN ISSUED OTHER DOCUMENT WITH RESPECT TO WHICH THIS CFRTIFII:AI'E MAYBE ISSUED OR ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR DESCRIBED HT•REIN IS SUBJECT TO ALL THE TERMS, EXCLUSION$ AND CONDITIONS OF SUCI I MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES POLICIES. AGGREGAYE LIMITS SHOWN MAY HAVF; BEEN REDUCED BY PAID CLAIMS. _ - --•• --w• "--"" lTR -TVPL OF INSURANCE POLICY NUMBER rdC(CY EFFtIiTIVE POLICY AT10W DATE MMIDD/Y DATE Mw'113i Y LIMITS --^- EACH OCCURRENCE $1000000 GENERAL LIABILITY A X COMMERCIAL GENERAL LIABILITY Sco3 7 4 0 3 o s o o '• 05/08/00 05 08 Ol FIRE DAMAGE firo$50000) / / •-- '- CLAIMS MAD F [� OCCUR MED EXP (My one porzon) $ — Pr RSONALBADVINJURY $ 1000000 - --•••• -- -• ••— GENERAL AGGREGATE - $2000000 PRODUCTS -COMP/OP AGG 9 1.0 0 0 0 00 Gf;N'LAGCI(L"•C*ATE LIMITAPPLIES PER; ^�POUCYrX JFCOT LOC AUTOMOBILE LIABILITY COM13INEO SINGLE LIMIT $10 0 00 0 0 03/27/00 03/27/01 (EBew+dwq C X ANYAUIO CCP649505�00 - _ ALL OWNED AUTOS BODILY INJURY $ (Par person) SCPIf.DULED AUTOS I IIntO AUTOS BODILY INJURY E (Per accident) NON -OWNED AUTOS PROPERTY DAMAGE g ---• (Par aoddenl) AUTO ONLY- EA ACCIDENT s GARAGE LIABILITY F ACC $ ANY AUTO OTHER THAN AUTO ONLY: AGO y EACHC URRENCE s 4000000 EXCESS LIABILITY B OCCUR C ) cLAIMsMADE EXC5637298 05/08/00 05/Os�/O1 AGGREGATE y E4000000 _ s.. DPOUCYISLE 5 )( RETENTION $ 30000 WORKERS COMPENSATION AND EMPLOYtTtS'I_IABILITY 46009244 TORY LIMITS 01/01/01 11/O1/1E1 E.L,FIICHACCIDENT $1000000 D F.L. DISEASE- EAEMPLO - $1000000 E.LDISEASE-POIJCYLIMIr $ 1.000000 OTHER -�' E Equipment Floater MAC14037320 11/30/00 11/30/01 Rented 100000 Scheduled 1674095 Spec. form/theft DBD. 2% DESCRIPTION OF OPCRATIONSILOCATIONSIVEI OCLESIEXC LUS IONS ADDED BY ENOORSEMENTISPECIAL PROVISIONS Certificate holder named additional insured regarding general liability per attached endorsement. *except for nonpay then 10 days CERTIFICATE HOLDER Y I ADDITIONAL INSURED; INSURER L13YTER: A_ CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION LAQIII03 DATE THEREOF, THE ISSU11,40 INSURER WILL ENOEAVOR TO MAIL 3 0 * • DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, SLIT FAILURC TO DO SO SIIALL IMPOSE NO OBLIGATION OR LULBILrlY F ANY KIND U,pNMjE NSURER ITS AGENTS OR City of La Quintd '78495 Calla Tampico REPRESENTATIVES. La Quinta CA 92253 J. Ton Ru"i"rr - ©ACO CO RATION 1988 ACORD 25-$ (7197) ' ;IAN -17-2001 WED 02 ; 25 PM FAX N0, P. 03 Steadfast Insurance Company I,OT,ICY L'FF nn 1 E rxr, UA'fE EFF, DAT NUMBrit OF POLICY OF POLICY OF ENDT SCO374030600 05/05/00 05/0N/01 01/17/01 PROITUCEIi nnrr CNn�KSr.MENT NUMBER TYPED NUMDF.R 75409056 01/17/01 23 NAMED INSURED: DELTA GRADING, INC./3-WAY CONSTRUCTION Additional insured - Person or Organization (Deiignaled) Primurv/Non-C'onlributory Insurance rl'I115 EIVI)ORSE MF:NT C 4ANGF,S TH1'', POLICY. PLEASE READ IT CAREFULLY This endorzemont modifies insurance provided under the: Commercial General Liability Coverage Part Name of Person or organization: City of La Quinta 79495 Calle TamPico 1.,a Qunii:s, CA, 92253 Who Is An Insured (secti.on TL) is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability &rising out of your work or premises owned by or rented to you. Afro, the insurance provided by this policy will be primary and non-contributory insurance, but only as respects a claim, loss or liability arising out of insured operations or work on behalf of you performed under an "insured contract" between you and the person or organization shown in the Schedule above, that requires you to maintain such primary and non-contributory insurance and to include them as an additional insured, Countersigned:, AUthori24d Represent Ative The following General and Special Provisions are attached to and made a part of Permit No. ✓-� GENERAL PROVISIONS The following shall always apply: ENROACE5ffM ON PRIVATE PROPERTY: This permit authorizes work to be accomplisbed within City of La Quints 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 meet 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 operations in paved areas. If the existing pavement is scarred, spelled, or broken during the term of this contract, or if the pavement is marred, City of La Quints 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 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 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 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 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 iball be replaced to their original standard or better. All excess material shall be •removed Prior to paving. Water tanker shall be used, es 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 of La Quints roads, it shall be the responsibility of the permince (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 be 'must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS Ile following shall apply when indicated: Ri NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 48 hours in advance of starting construction. 2 UTILITY CLEARANCE: (Substructures) Prior to making any excavation within the City of is Quints 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 UTII.PTY CLEARANCE: (Surface Structures) No work shall be done under this permit until all utilities. are clear of the proposed work site. The permittee shall notifyall concerned utility companies of the proposed work. R4 PAVEMENT WIDENING: Area between the proposed concrete gutter fiat 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 leas than and in conformance with City of La Quints Road Improvement Standards and Specifications, Ordinance 0461. R5 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 (I). R6 GRADE CHECKING: City of La Quints 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 #207. IRS 'DRIVEWAYS: A.C. driveways sball 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 ahall be assured and maintained at all times. RIO SOIL S ERn.I7.ER; The area to be surfaced shall be treated with soil sterilizer. Rate of application shall eommply with.the manufacturer's specifications. RI 1 COORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California or City'of Is 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 Slate of City of La Quints projects. Rol 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 be 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, 11 survey monumenta for proper project clearance. 3 PAVEMENT CUTTING:. 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 EXCAVATIONS: Excavations shall be limited to 1000 linear feet of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holiday& 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. Ri BACIUMX 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 Le 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 BACKFLLL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be'placed in lifts of not greater than three feet (37 and vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but in any can. a relative compaction of 95 percent shall be attained with the structural section of the roadway. R17 BACKFD 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 (51 lifts where trenches are of excessive depths. Caro 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 be not lees than 90 percent or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used fora 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 tests 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 teat shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction teats 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 testa shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of LTnghways, State of . California, dated January 1973. ' }20 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 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. R21 PERMANENT.PAVE RENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2') of SC-800 shall be placed immediately. A permanent.patch of inches A.C. surfacing placed on a inch class base shall be placed no later than days after completion of temporary road repair. R2'2 FOG SEAL- A fog seal coat consisting of an application of asphaltic emulsion &hall be applied over all patch areas as determined by the City Engineer, R23 STREET RE.STRIPING: 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 interference or hazard to the traveling 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 stump bole 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 boles resulting from tree removal shall be backfilled and compacted to not leas than 90 percent or equivalent to the surrounding ground, whichever is the greater, compaction as determined by the impact or field method. Compaction teats &ball comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. SPECIAL CONDITIONS --PERMIT NO. 3377 --- JONES BROS. --- 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. Jones Bros, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. All areas shall be kept watered down daily including weekends. 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 1 st to September 30: Monday -Friday 6:00 a.m to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. 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. Special Conditions - Permit No. 3377 Page 1 of 4 SPECIAL CONDITIONS --PERMIT NO. 3377 --- JONES BROS. --- Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § l (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. 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 by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material; such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at an 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. Special Conditions - Permit No. 3377 Page 2 of 4 I./ SPECIAL CONDITIONS --PERMIT NO. 3377 --- JONES BROS. --- F. 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. G. 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. H. 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. I. 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. Special Conditions - Permit No. 3377 Page 3 of 4 r 4/ SPECIAL CONDITIONS --PERMIT NO. 3377 --- JONES BROS. --- C. Permanent pavement replacement shall be installed using a City approved 3/4" max medium asphalt concrete as the base course lift and a City approved t/z" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench sawcut shall be cold -milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold - milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000 asphalt concrete mix. The width of the cold milling area shall be as follows: • For longitudinal trenches located in a parking lane: 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 3/4" 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 § 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. 18. This permit allows for the installation of a temporary 6" water line across Ave 50 at Orchard Lane.. Water line shall be removed when no longer needed as directed and to the satisfaction of the City Engineer. 19. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time: Special Conditions - Permit No. 3377 Page 4 of 4