Loading...
3110 (2)NOTE.4_— With proper validation this form constitutes an CITY OF LA QUINTA encroachment permit �' S APPLICATION FOR ,PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) oFTI�°�Sw4 For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and.APPROVED SUBDIVISIONS Subdivision Improvement Permit — Class I II DATE: 12/26/99 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION 47950 DITNF. PATV-q Rn- ALLSTATE SELF STORAGE. SDP 96-590 (Street address or Description of Location) PURPOSE OF CONSTRUCTION SITE V R Sketch (attach construction plans if appropriate) SELF STORAGE BUILDING ON SITE ONLY) DESCRIPTION OF CONSTRUCTION ERGR. ILITIES, GRADING, PAVING b CONCRETE WORK ATTACIIEU CONDITIONS DIMENSION OF INSTALLATION OR REMOVAL PER APPROVED PLANS SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME:�WHEN WORK WILL BEGIN APPROXIMATE TIME OF COMPLETION ESTIMATED CONSTRUCTION COST $ 179,000 (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 ):ime when work will be started. Comply with all applicable City Ordinances, the terms and conditions of th it nd all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary a;ign "ef 'work. plicant or Agent JULIAN SAUNDERS 39810' SWEE'1WATER. llR. ,PA'LI+i DIsSERT Name of Applicant (please print) Business Address Telephone No. ACCURATE EXCAVATING 27241 BURBANK, FOOTHILL RANCH, CA. (909)699-3002 Name of Contractor and Job Foreman Business Address Telephone No. Contractor's License No. Applicant's Insurance Company FEES: Subdivision Improvement Permit — Class I I I Public improvements: 3%of estimated construction costs Private improvements: 3% of estimated construction costs Minor Improvement Permit — Class IV: See attached schedule Inspection Fee $ 5 170 Permit Fee 100 Penalty gg Cash Deposit-PirXCH� (3, 750) CRED'LT if required TOTAL: $ Receipt No. Received by Date Recorded by City Business License No. Policy Number / I DEC 2 8 1999 j i :DTI Y OF LA QUINT 3110 1 PERMIT VALIDATION PERMIT NO. I 31I n i DATE APPROVED 19/%f,/U9 EXPIRATION DATE 12/23/00 j DATE ISSUED I By. l I A ministrative Authority • Telephone: (760) 777-7075 7 44 Lincoln Court Buena Park, CA 90620 Ted Gillenwaters CA Uc. A-695419 Phonpag (714) 804 5626 Engineering/Public-Works. Department 78-495 Calle Tampico La Quinta, CA 92253 (760) 777-7075 FAX No: (760) 777-7155. FACSIMILE TRANSMITTAL To: -FAX No; 6q - �1103 From: 1,,e,��� 67vt,ZptAb )4 -FAX No. 760 777-7155 -: 1 �._;.�:�. Date -Page 1 of Comments:+L, A-� 1�2.f S ? I � If you did not. receive all pages of this document, please call (760) 777 -hD147 . MAILING ADDRESS P.O. BOX 1504 LA QUINTA, CALIFORNIA 92253 The following General and Special Provisions are attached to and made a part of Permit No. 2 ?� GENERAL PROVISIONS The following shall always apply: ENROAC DUM ON- PRIVATE PROPERTY This permit authorizes wont to be accomplished 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 EQUIPM Nr. Cleated trscklaying construction equipment @hall not be permitted to operate on any paved surface'unless fitted with smooth -faced street pads. All mechanical outriggers shall be fitted with rubber stieet shoes to protect the paving during excavations. Rubber -fired 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 portion of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (27 of A.C. surfacing plus appropriate seal cost as specified above. PROTECTION OF TRAFFIC: AU excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or La Quinta 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. CARS OF. DRAINAGE SMUCIURES: 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 Ls, 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 reAultiug from excavation and backfill operations shall be. removed from the right of way. AUf paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfiU 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 @hall be used immediately after backfill. DE -WATER OPERA77ONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary.. CLOSING S1RFM: No .street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. - SPECIAL PROVISIONS The following shall apply when indicated: ' NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 48 hours in advance of starting construction. R^ LmuTY CLEARANCE: (Substructures) Prior to making any excavation within the City of I8 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 UIUM 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 PAVFMMM WIDENING.: Area between the proposed concrete gutter line and the exiting road pavement shall be surfaced with . inches of A.C. paving placed on inches of claim aggregate subbase course having an 'R' value of not less than and in conformance with City of La Quints, Road Improvement Standards and Specifications, Ordinance 0461. R•5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shell be graded to a slope of 1/4 inch to one foot (F). R6 GRADE. CLMCEING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. R7 CURS 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 out prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of I& Quinta Standard 0207. ®RB DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the Pity line and the existing road paving shall be 2 1/2 inches of A.C. paving placed on (_, of clap 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 AU times. RIO SOIL S'M IIMM- The area to be surfaced shall be treated with soil sterilizer. Rate of application shell commply with.the manufacturer's specifications. .("I 6senaei petep'Wwojgeajo ems IsAvmqlai Jo aowlAtQ'saope wads pmpaaS alp Jo In*9 aoq*aS RI!M d!dmoa 11eQo vita ao.I_dmoO •pogpm pl°B so lmdmt etp Rq pagwslop ee aogasdmoa saeas8 OqI n soAOgatgw'panw8 8mpatassne aRi of Woi"!Wm so la=W 06 uM nal ma o1 pol=dmoa pDepeiltptaeq aq ile9e plAoma MR may 8aglnea teloq 0" tamp lP Is *ggnd ftpAal aql laawd o1 papuotd eq p W tepeauseq so pas QOuft 'msm aenWpV •Omp sao Isq OOS;o mnm!xem.e of paaulea Oq !ptge 410A1 Oql byisll Iats m of An_*aaa tomoaoq e! aagM •gdwftmd 8mmopo; etp a! poglaade m paindmoa 41glnwogt pve palttPlavq eq llege aloR dmtge Oqy 'deA+R8tq eg1;o AwtA a! mpma tugap oQ Ieg1 oe;o pmdeip Poe pOAoma aq IRge dmtpe mq aR) 30 RtPlb °JPQO . Oqy •oUpssi de+ng8tq of Weseq so OaaaapOim Iaagt!b Al" pOipaeq eq Qea galgVA mot a! aq lie peAoma aq 01 eoosZ ao!IeOol ,wOti a4 i* aoptpaoa 8apww8 ettatoBtA a m Oaal oqt a!amem as Oa111msvd tigl;o Alp gimodsa oqI Oq Ilege II 'allgnd IffWal Oq1 o1 pmeq so omejopm! Ittoggm (lalee P°IPD q Pae'aawoa _q paroot pas popaoq'p--q 9 Aq pogetidmoaae eq ReRe dttm;o Ig8!s pew mmna e'i;o 41:) aqt a!RIIA► aopeaolai °A1.L-WAONPd1I 110 MOILVO07M ZM KV • 'e1!eda jummtad;o aopaldmoa aodn poasida oq liege 8mduie gano 'pwA-" Oq a neam co oiq!e!A II!V e! 8mdu3e Iaale aagM :OMd11iJM 133W £ Z2I jectong A!O agt (q pommm°P m etas gaed ile saAo Pagdde eq iPRe notginmo aplegdee;o aotleagdde we 8ageteaoa Ieoa P 80; V �IYiIS `!)W Zg •sleds pew fjwodmol;o Qopoldmoa roue eXvp7 aegt sael 0a Paae[d oq siege Oteq stela Raviq s ao paMd 8m-p- •yV sogmt ;o gored laoaemsad V •dlaslpamml paaeld oq huge 000-OS 10 (.Z) e+gam om3 ;o 8apeteaoo gaed kmwdma a 'paaidmoa aoeq oneq aogaedmoa pas iIVN=q sauV *WdaM JXHVMVd,JAMMVPMJ j Zii 7Pa!1 dep (S) oey a poaaxo lvemoAed dsesodma sip jo laomemid alp iiege aeeo oa m inq'paaidmoa mopesodo iitpiaeq pas paeAeaxa aooq teq gaaOst;o 300; seovtl 000E;o mnortxam s sous pwMd aq liege 8a!Aed dsaodma OOg-OS Oqy •opu8gns paadad a ao pamid aq liege 009-OS;o sogam Z;o But leimoa gaud dsesodma s 'mopasodo aopaedmoa Pas ipplasq;o aopatdmoa iaVv :SMM JJZDMdAVd AIMOd1MeiL 0 Z:a •l L6i dsenasr pomp 'etaio;!iaJ ;o oms 'sA—ql%t jo -P!Ata 'mopeayioadS psepa ns oq1;o •IO'E'9 aopaoS a! poatpno se ape- aq llege vita aogaedmoa -upda IQOQemsod 8anlem of loud polg.pas MAwdde so; saoai8ag 4!O'aR1 a papiLvj0i aq !legs tea gaeo;o (don (1) Oa0 •Owq volAm so 8mwao qmm so; apem aq Qe9e nevi aopmdmoo'iaaOdem Ogl dq•palnba oe;I :W%L MOIi WWOO 6'j2I 'EL6l dsennsr paep Mwgjg93 jo a i 'edemOatjo noteuta 'mopeaylaadS pseptmS eg1;o 10'E'9 aopaaS al poatpno n opera Oq HvW vita aopoadmoa •esleda lvovatmad 8aolem o1 solid paly pas ieAwdde so; isealBng Aj:) sit as pop1eAu0; oq I" Im gae°;o .(do* (1) sop 'pew qae° ao vm (1) coo jo mnmtatm a pas 10% OOOi aegt aom wn;o epuuam is opera oq lle9e vita ao.Imdmoo 'saoadeat og1 dq pa!nba oe;I :&ISiLL NOILOVJIKo a SAI enonapaoa oq [legs dlddm l r- sqi pas sedel goao;o moaoq oql qmw a gl8nal last aumjo Og Begs vier Oqt 'poen et 8ataof aogM saeA► aqt ataa o1 polotts�aoa oq pjpw tat11P vienbepe 'laemaptoe mnatixem a so; peen er 8alpoog so 8mpaod aogM •aopaedmoa weal oqt el taAoq*Mm'pQnwl 8mpanauns ogt of lQopiAlnbo so loomed 06 aegl tool loa oq f1ege aopaedmoo 8appua sqt rM oe paoeld oq 1ptp p71Jasm Wplaeg mopesodo 8mpoou dq poA+a omoAxo a1 paavfgne Ina of fettaem liygaeq aRt aeRt poetwaxo aq a0 e1 aseO egtdop oAteQaaxo;o an togaDoq aagen q!!l (.S) vxg-aAg jo mnmtxem a so 8mpooV a0;aq ganal Ogt;o gidaP lam agt;b.In—od OS asgt atom tov;o uakq a! pagdds oq 1pmp ![Moog UNIIM+iOV'Id TU MVH LM •dswpew sip jo aotia°e lataansp oqt RItA+ poatviw eq Rmp Waaod 56;o aopasdmoa oAtlOia e 'oleo Avis m In9'patgpegm oq dem epogtam aewatV -lttamdinbo laelsAlnba so sadmmwq!A 8mm potesq!A pas GE) laV owip aegt solsa8 vino 3o slits m Paaeld.°q Ilege pus laOptAtnbo so pose xtm-itme4 paAwdde aq llega Mmg taNVS TMMVH 9m 'JOAVA so pose pOAwdde vie dq poaelda to paQamoidd- oq nwV Iriq Ing3r eq so; pan aq IOU [legs aopeeeaxo 8nunp paaanoaao e! gomm (leuaem paesmee so d8aode) e19atneun —p e1alno s•i;o duo Oqt ga!gm leuaem day *tpAaeq paspg-- dlaenbeps vie 8monpwd;o 9—dmd so; — al oI pwomulap oaaaegne auml- ngto so was -tpwq to wq aq liege ntPlaefi Y"1Z vW THMOVI[ � � •au *wm Oql ao'cum0e e! M. aem i aoganix— sip —Ion opera oq i M Qommmo oN •wisp (S) oAg 8mpooaxo pound a mV vado memos liege aotleAeaxo oii Otea Rasa m 8mpeauseq aogeeemro;o di..gm!ne eql Oatmsmap Reqs mlaadsai gjgM aggnd eqy rorlgnd 8mlonal Ogl;o Qopaalosd sip so; sAwPllog pas spamloam ao yg8tatoAo vig8![ 91!M papeauseg disadwd eq llege motPA-xo IIV 'at8oq Ienm taotivsado lltPlOEq ao;oq gavial aado;o 100; senor[ 0001 as paa!m!1 a9 Rege taOpeAeaxg tSNOLLVAVOJQ d0 ZB1iPI Pm palaOatoo oq liege ta8po lg8tate 1QOatoAsd o1 o8emep dns 'tatitlesodo lamed leQy a0 laud rotyssl Aulu laaao8 OR1 Oietpow >80q O7 to aopuod a q— al pOaeld aq HM feuaem aotleeeaxg (laemoesd jo 8atana a loud aeAeaxa a0 pan aq Iaomdin6a Batl�Aeaxa Ilene waaeamnana oa sapaN sooai8vd tI!O ogt;o eatyo oql g8ttwtp poewddo eq IPtRe 8apinp laomaAad;o pogtaM 'aotteAgaxo of solid OBpo Iglmzp 9 a lglp3.w a of inn Am dlleataegmm aq IM+ iaomoAed :JNI M O JNZ Me7AVd £ ii •Ooatueafa loofwd sodwd so; viaomnaom doA= Ike )o la°me6gda so aotiOldmoa Qodn paVWm oq Qe9e oatuo MU •aaaamnom A- jo pLw— oql a solid saom8ag 4!O agt of pogslwn; aq [lens aaamnaom aeogt M tap ORI ft!moge tow ;o tee aoidmoa V •OOatauod sip jo waWxo oql le sodoAstro so seam800 iMia pemOag a dq paaelda aq dpmm pas ditpea Aura (Qql a Ino poq dlvioldmoa oq llego paAloeat a°qm tams dlsadwd so spate lie to Oagsaaoa oq1 ao letxa 9atgAt anomnaom doAstu f1s 'not aateaoa;o 8ntam8oq so aomAwxo of solid 1SL MKngoiNl AZAWM j Igmfwd elmna ai;o 413;o aaS gt!m aaaay,am so delep opnlaad of eooso; mmna e-i;o Al;) so vitas Oqt 41!A+ poles.pi— aq llega 3poM 7!mmad enpjo pound ogi 8aunp lose elgt m lanpaoa dem aQ1ea 3o At to emso;lleO 3o oasts aR1 Ra!9K► aotlesodo doe a P?aee!W04ee aq [Ptga �ltow pxodwd oq L 1HiIOM ZLVMali000 j j 2I l.. a SPECIAL CONDITIONS --PERMIT NO. 3122 --- PACIFIC ENGINEERING CONTRACTORS --- 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. Pacific Engineering -Contractors, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. All areasshall 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 l 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. 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.. Special Conditions - Permit No. 3122 Paget of 4 . SPECIAL CONDITIONS --PERMIT NO. 3122 --- PACIFIC ENGINEERING CONTRACTORS--- 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. 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. 3122 Page 2 of 4 SPECIAL CONDITIONS --PERMIT NO. 3122 --- PACIFIC ENGINEERING CONTRACTORS--- 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. 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. 3122 Page 3 of 4 SPECIAL CONDITIONS --PERMIT NO. 3122 --- PACIFIC ENGINEERING CONTRACTORS--- 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'/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 construction of the Off -site improvements per the approved plans for Parcel Map 28422 formerly known as Lapis Energy. 19. The City of La Quinta reserves the right to revoke; suspend or void this permit at any time. Special Conditions - Permit No. 3122 Page 4 of 4