Loading...
4029T — — — — - — 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 Subdivision Improvement Permit —Class III DATE: 12/2/03 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION Avenue 4.7 & Wa6hington Street (Street. add ress or Description of Location) PURPOSE OF CONSTRUCTION Ve•rizon street crossing Sketch (attach construction plans if appropriate). DESCRIPTION OF CONSTRUCTION URdergrouud *See.attached special conditions* DIMENSION OF INSTALLATION OR REMOVAL Trench across Washinteton • Street SIZE OF EXCAVATION, IF NEEDED N/A APPROXIMATE TIME WHEN WORK WILL BEGIN Sat. &. Sun. on avpxovcd'houro APPROXIMATE TIME OF COMPLETION ESTIMATED CONSTRUCTION COSTS 23,750.00 (Including removal of all obstruction, materials, and debris; backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) In consideration .of the granting of this permit, the applicant hereby agrees to: Indemnify, defend, and save the .City, its authorized agents, 'officers, representatives and employees, harmless from and against any and all penalties, liabilities or. loss resulting from claims or court action and arising out .of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four.(24) hours in advance of the time when work will be started. ply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of uinta and to pay for any additional replacement 'necessary as the result of this work. Signature. of Applicant or Agent HJH Construction.., 68695 Perez Road #9, Cathedral City, CA 92234 (760) 324-0064 Name of Applicant (please print) Business Address Telephone No. Hal•H.all & R. Cornell,'68895 Perez Road 09, Cathedral C1ty, CA '92234 (760) 250-2223 Name of:Contractor and Job Foreman Business Address `f. Telephone No. 6911557 6556 Contractor's License No. City Business License No. stake Fund Applicant's Insurance Company • Po ' ber f 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 • 71© no Inspection Fee $ Permit Fee 100.00 Penalty Cash Deposit -Surety Bond if required TOTAL: $ 810.00 Receipt No. Received by Date �a4029 PERMIT VALIDATION PERMIT NO. 4029 DATE APPROVED 12/3103 EXPIRATION DATE r12/31/04 DATE ISSUED4�t/ ,94 /j 1) By Administrative Authority Recorded by Telephone: (760.) 777-7075 r G RA �L7! Lic. S 6535 — .15 Zoltan Cser, Pres. Whitewater, CA 92282 Office (760) 251-5113 � Fax (760) 251-5061 SLOL-L11 hL) �al' Aq wr—a Aumtpnv Mp.oslulu,pe _nra M P�Np�b IONA" 4 O/ £ — O31SI1va C`C'01$ wlol =AVa I'MIXTaldxa �� O3Ao!lddV 31M0 PUOe Aa.ag1jisoaq W10 • Alpmd ON 11Potl3d 01001 �,luud . Nottvnnvn ilQruae ••e UOOU63UI 4IM*+0" PUP01" yS CAI —13 — Muuy 1=7111AI -.qn A100 YD17a1Lp,u0o p.I.w11,. 40 %c :v%UMM lOdwl QMvd elm u0pan,Iwoa P.1.wpnlo %c :au.w.AOdwl Oligry 111511137 IIttuad lueul.Aadwl UQIIj UPMS :Baas JAM-N A*1Wd Au.dwoO mutlluul,,4usanddr VN =1,1 assume AU3 ON uuan 1,,o».naco V�_:aq dj SS 1 � . `ON 1110 211141118 u.w.md RO PURAP ou3ud0Io.w.N 'ON .Yogdrlrj uuppv u.ulrrl8 . (iulsd —old) au-gddV +o em,N w.Ob�o>,i.e .�ibr+rl8 qw Io triolw" AM mi AM 01 Pon awpo rl DoN AY, .q►,a wepop Pn -. Nd 0 IJuanO np ,0 wmsv6u0 AN%, nwmn*m P mwA Aim—.7 p.uq..q UW if w usVoLaya nO P A p t n Arywwwv WOI/ rC Naam vopo(1er# 4W a, 3tevrid PR�,1wad '�0t ,4 ,fwad OmMptdid . u BUTAn oo •a.quree.q Ausdud ,. wau.d df .rao.p aO n.i 'urvpo. Au is rq.p W" supp + roI A. =PHI44I 'r11 ww Ip Pp Aug Mules Pw U" to}ua" au+. pwzpoq n .y 'Atp •W am$ Nu Ov.A�D '+41Lft-w 1 m unp1Mda ma 'tluuad Spa IS &glunA .yI 10 uOPu.PlntOo .ul I OuPiqdu m/Pu "oprau 1ueu4uud Oup41d pur uOped r,1mI&MU:Pe4'f xMp-'.p(na.w'u0Plratlup0lit W'Icaauu oMfilaul) 2IS0O MOUM(llllSNa0 Q31VnL S3 NOLL3'IdNiO9 dO ewu 311/wlxOaddV Mr�40 e �iun �Iaon�►'xaI m a u vwlxoadev QiOHaN dl'KOIIVAVOII3 dO azls cv ?VA02H aO NOLLVI V 1:10ll 1sh3nig tr N0unnu19NO9-J0 NOI1dIND33O (nwV* ,ad.I( -old L-1- Qswa 4—+0 wsP)s � 5.. Npcd 'NoiAmnuinmC0.10 360dNAd - Ntw�Z W d°IWI�O P r•+e9u u�++41 . UP tV 5� p NOuanu1SNOD d0 NOLLY301 Al s1O1(tuadlut+ IGMIdwl MOW Ma III -1O -- Nuurd '---awl UOMAIP" 4NO181AtQ8nS G3AOaddV wr 81Maw3A0adwl aONiw MN N ausufeAadwi �yo,n al►tsOa .X11 t{YW w,• ugww jgvm *wwa s oM ogWW 'wl(gCoPP 'aY.wwd '.Aammw 'twro wWad .O 31pro IO U61=11 MM Uo JOS 41 113MIMOV0HWI3) N0llan1u.Lsmoo sxuom onand 11WMU V()d NOIIV711ddV 1IiNIfiD V11 do u10 UtMMI.00aul,gl>fto - :31ON I d 66bE-t,9S-09L Z3HO14US -1-1IS d1.0 �1.0EO ZO 00a 2'd SSZLLLZ:01 0V20-0ZL C09L) '0NI '1SN00 'H'!"H:W02ld 92�GT 'P-00Z-2-O20 I DEC-2-2003 19:27 FROM:H.J.H. CONST. INC. (760) 770-0240 TO:7777155 P.3 Dec 02 03 07:101'p BILL SRNCHEZ 760-564-3499 p.2 09/22/2003 19:11 76OT715179 SK3WGBGLIPKGIIIBTG'G PAGE 01 • MtO�t �K'OtAptii pap; Oa1oM110, 2aW Pfo0oaa/ Mo: 711W37 �So" 15-501lftfhttJOW90 PROO&OTYLMS edror�if1a�'��y ndvaw�0ooK9Ra0'VS aswIsroa n l+lot 3pdrok Ca!NDt w 92M rtttt�tO lltffM P a 10anss4 d,AwYOA � Ot trJt Pad T►.-Sfwr Is np! 6u6:�760)251•b46aF�[(i00)25t-S�6P tanpw""awatnmrietwwuA*JcbscdarbbNAwadt taaar w110 rta9nsa�+a>rr 01S 4 gwmwr. 4pasts (A a e) tA�aA aref..rn� ate and is Ems in as edw subw#464 to, ,� Att�resas vuasnatoson arts 47t , LO. NJH C"Ortsmon 3!�-OaeO F" 32a-23M lWa86 Pam POO& But a JoM �hotts: Dow M Mom• Cadud►et City. CA 92234 APC * 7taD C ASAP Attn; Hal hiaN Md tlrsftatta �- we s S29,750 00 tnsadt 6 -a' candjts O iroaa 4", forvlt mn . ( no vaults Of ovucwes) tndvdas taffic ao.VW. e.Md awd hilt at VWfl palerwW G4 pr MR' �oludes: EnQ w+t+p; owv"*; comp�etbe bats. . MOTE: Wstr and tg1w attrvcs owe ter tawnar. TOW OMP sal" 522,730.00 . 4ny dta"#p ft. yt;WW MMprhjV or)* ^@ff tltjtmo4fta Me pfopmO V" be Mflitd as an raft. TM t►mpG"! a v jq m Fqt 14 UALYS 4ML Owv fem THE SPON"EO lath W AIM. m t'te obw a wo* to wowdaet a wit fft fnps and wod a s � an0 !o eqn� B 0 9 we ptopaw to pafot tpf We autn et w�tmen�e rttattfttt O�It+fi tin sfa�A Pam# �r ! 1fIOW�IlO *11% u IINpOms OLIO nPVV OOLLAM pnnwt W be msda 5: Was d blorwts6on Inatth+N al award S' • oarttac�of� otytt�laiitf teput>Tn/ a srr+s+av amb�odN ttlait a>nfn :d.p.ra a! q>• ago d ttta aatyadtvW�ti�►. A ogntp0►IR M0�►0 a tam set a amdwn pw%imM k WARdW d.Art+s naat he OW wW*v An NUNS Off* ~d� wPOa vi"M /I►O' Paa>•'► wld+ninv a au+Yaea• nw 0a Aawad to ww mmob ar. ContrmW& .litre LMRw &md. Au tft* Boa nw% Swwwft Ca bm% MK TM wevrr prle*s6 ap"Nks"otp we aeoldwm we fabbo m Ow are Mrsby a wpw. You Om mftr a4 00 do the work s opwifoac paym wtl wM be am* N OWnhed obora, M ■ uraww eoO WW GSM*d ttm rats me, b, not 0MVId d fur 6t WdF ONwr sgtaantarrl and ao oorAraebtal rfpHtis attiq tlrtlTthla prapMel Is et cepted lG W(i ft. I , All pispdm v nde► arts Cmftx In=" Na pSAYMBOW d wgrly 3h&Y ba auBMMW lb VW AMe*8ft AOJW" A=Cj tbn *"the &&*VWn :feaMV anv btNV Poll aaaert, C8&tFRO rho prel-SVP""de SmWed 10 asWbtir kOn and o4t+>t tests, au wtW s; rewonebfls ntfarrreys Ass AN arnns we cAw snd ppyr.Tp►+: as aitnad aoow. Any Unpaid awns inrsrr hAeres' at ON into of do ma yata'ont Pt 87 pOr afrinM, fr m The daft SW $VIP 184M.Nanr in>tMtftMant psyrnrrtt OrA hsrwrndar rs pswl dx. tr � @uyer dlaputra a� ea?n cttetpo ttetOuntfat•. 71EAfs�r fttay stop worJtic . Itu4tn+ite0 •7 �, . Stpnaluro �- t]w /�' 09Ae�ptrnoe tJate J. Otaata. IhafQiM 12/03/2003 11:05 7603242506 PAGE 02 r " " Y �'Q DATfd fiM1110ONY1 ��5c51�f[ FnDalrcelt 760-74Q-2040 THIS CIRTI (CATS IS ISSUED AS A MATTER OF INFORIVIOON Driver Allient Insurance ONLY AND CONFEPIS NO R[QFITS UPON THE C>FKnFICATE HOLDER. THIS CERnFICATE DOES NOT AMEND, EXTEND OR 420 South Broadway LT'ER THE COVEJtAOR AFFOp[IL-•u by IMI: PUUt."Itb nkLOW. Escondido, Ca 92025 COMPAND.gFFORDING COVERAGE License # OC96861 COMPANY STATE.COMPENSATION INS. FUND , •IN6URID .. CpM}Aply � HJH Construction, Inc. S 68886 Pore: Road #8 compow Cathedral City CA 92234 C COMPANY THIS Ii d'00IFY THAT THE POLICIES OF INSVPANCi 1.ISSED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ANOVA FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY ROOUIRCMENT, TERM OR CONDITION OF ANY CONTRACT OR OTH0 DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AIPOADED BY THE POLICIES DISCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND tONOIT•IONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN RIDUCEn SY PAID CLAIMS, Do TTPR OF INSURAN06 PoL1CYNUNNR LY11 I POWCY EF}ECT l Pau" mm"TION Urm" DATA IMMIDD/YYI bATi WWDaMYI LIMILITY - QW40AL a 13MICATE i FRODUCT6- COWOP AGO 0 COMMEAC1AL 01N! AIILRY IL i / MOONAL f, AOv INJUIIY — CLAIMS MADII OCCVA II tIAocuwmcl 1 OWNP I ► COWIPAMir6 PRO•r FUTDAMAOt Amv o flgl in I Mtn CYA IAAone wn1 AUTOMOIILR UAOILITY ANY AUTO � COMSINI� CINGLE V"? 1 _ AOWLY AQVIllY ALL OWNIO AVr00 I PCHMAtD AIlr06 I IF0* PsuoN P OODILY INJUdartV NIRM AUTOS 1 NONiiWNEO AUTOS (Per rcdaorlV PILO►t11►Y pADMO! r, I MRAOt LLIISIItTY AUTO ONLY - FA ACCIDENT 1 OTHM THAN AUTO pNLY ANY AVTO I ILACH ACCIDW 6 OR 7-E 0 lkawl YAILLITY CACM OCGWIRENCO a VMERLLAFORM A00AltlAT! OTf{lR.TKAN VMIAtµ•L FORM 0 A. WoRmYi WM/WIATIommo 163461203 W01iO3 6/01104 x KwLumS• L"ILITY 51 &A" ACCIDWr • 000000 rNEFROFRI1T01V INCL FARTNpAjDIG vT" ILDiStim-POUCYLIMR .• IOOp000 ' EL OIRIA$r - to EMFLCYEE Is 000000 OFFICERL ARE tOtCL OTNRN * 10 DAY NOTICE OF CANCELLATION FOR NON PAYMENT OF pREMIUM Df6CRIrf10Y OP OPi11ATIpNIIL,OCgT10I�ryW OLmgPEC:AL 1T7DMR , .. ... ufl4� ?. A'T.4'l .t!ti, k,� . 1i r..:G ' PROOF OF INSURANCE AKWAO A1Pr OF Tlu Aa n DUCMU D OCUM IC 0w=um grow THI lXK"TION DATE YNtIMO►, THE 188%ONO COWANY VaLL WHAVOR TO MAIL _ k aaYi WRrrM NOTICI TO TM CMTMCATL NOLCM RARIED TO %M U r, NT ►AILURI, TO VAIL IUCH NOTICE &KAL; VAP011 NO OlUdATM ON WUIUrr OP ANY D UPON TW COMPANY, In AGINTI OR MFMjtyATjVF2. W. G. BUSINESS LICENSE CERTIFICATE NONZRANSFERAgLt: CITY OF LA QUINTA The Licensee names herein having paid to the City of La Quinta all fees required, license is hereDy granted said Licensee to transact the business herein Set forth, for the period stated, in comfonnity with the Provlslons of Ordinance No, 2 of this city. This License is issued ` without verification that the licensee is subject to or exempt from licensing by the -State of California: NUMBER LOC: 32090 RANCHO VISTA, SUITE E 06556 CATHEDRAL CITY,CA 92234— E E BUSINESS LICENSE ID TYPE ISSUED EXPIRES HJH CONSTRUCTION INC 1500 12/20/02'" 12/20/03 GENERAL CONTRACTOR" LICENSEE: HJH - CONSTRUCTION INC PLEASE POST IN A CONSPICUOUS PLACE 32090 RANCHO VISTA, SUITE E CTHEDRAL CITY, CA 92234— CONTROL NO. ' 4 5 21 PERMIT NO.4029 Washington and Avenue 47Nerizon Street Crossing In addition to the standard permit conditions, the following shall apply: i 1. 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 latestedition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. HJH Construction, hereinafter referred to. as "Permittee", shall be responsible for providing continuous dust and erosion control. 3. Streets shall be kept clean: They shall be completely cleaned at the:end of each working day and more frequently, if required. 4. The following work days and hours apply for Permit No 4029 2 Saturdays - 12/06/03 and 12/13/03 6:00 AM ti115:00 PM 2 Sundays . 12/07/63 and 12/14/03 6:00 AM till 5:00 PM 5. The Permittee shall make available City of La Quinta Traffic Officers to direct traffic during the working hours stated above. in item 4. " 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 shall be prepared in accordance with the WATCH Manual and submitted to the City for review and approval one (1) week prior to starting any construction. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. 8. Prior to excavating, 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. 9. The permittee shall make available a Traffic Signal Loop Contractor to make immediate repairs of any loop damages due to any work performed within this permit. The permittee shall bear the cost of the loop repairs. Special Conditions Page I of 3 PERMIT NO.4029 Washington and Avenue VNerizon Street Crossing 10. 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 maybe 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. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts 'toensure that the full depth of the liftf 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. B.. 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. 11. 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. Permittee may not leave any length of excavated trench open overnight covered or not covered by steel plating. 12. Access and egress to all local properties shall be maintained at all times. 13. For this permit (4029), permanent pavement replacement shall be completed the second weekend of the work schedule or the first weekend if the work is completed early. 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 Page 2 of 3 PERMIT NO.4029 Washington and Avenue 47Nerizon Street Crossing C. Permanent pavement replacement_ shall be installed using a City approved 1/4" max medium asphalt concrete as the base course lift and a City approved''/2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. 17. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 18. The permittee shall indemnify; hold harmless and assume the defense of the City from all damages; delay costs, costs or expenses in law, or equity that may arise out of work under this permit. special Conditions Page 3 of 3 City of La Quinta d ' The following General and Special Provisions are attached to and made a part of Permit Number 4029 The following shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall. not be permitted to operate on any paved surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary.to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated: ® R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. ® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with (" N/A **) inches of A.C. paving placed on ( " N/A ") inches of ( **-N/A **) aggregate sub -base course having an "R" value of not less than ( ** N/A **) and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ❑ R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb•shall be graded to a slope of one-fourth inch ('/4") to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (" N/A ") feet shall be removed. Curb and/o-r curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 ''/V) of A.C. paving on (*' N/A **) of class (** N/A *' ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be, treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. ON of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than Three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (6) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division•of Highways, State of California, dated January 1973. ® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (7) of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit., ❑ R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( ** N/A ** ) inches of A.0 surfacing placed on a ( ** N/A ** ) inch (** N/A ** ) aggregate base shall be placed no later than (** N/A **) days after completion of temporary road repair. ❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. ® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. ❑ R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished by.a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway, The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. .. W ` - ' - to � '' Y • _ t , :N A k t CA a {y 1C-20 `f i .. R. b jrt $. ! t• t ' 1 -n,_ , G aAl�fEEJDOi >+ �r' v... NO SCALE f z f _. n' ' a t C-20 R t r _ 1 wcxr* • 4 ,.,+_ . cat i- W vin) tool . �:.., ;i mn 3�J wr 7 LLA CIF v: t 2' IURN Af ' ti _ Y • o►br oasnec J.. OO FT . 500 F : SOO F f- '-� R .. -' � 14 '\�' Y`��� _ � i." ' � , . ;, A t• ,� - FJ - 1 — �yt gil .' F . _ y. �. �,. 5 ` F, �'k :..g. - tit �r� fir' - � :6 ; � .x',. :Y•. �`2" EY� n F-r r ,ii� � ..ASV _ `� ` <� ,. _ mm SEEM -cCi. •�'• - ' �� _ _ � e'ti. �-�.,� ..Un t _ •r:c - OS • �• T - .� ` � •^ F � r t` : 4. i i 1 `b 5� .WASH NGTO 5y h.. {At i { e y{ to � ,y rM fi t. d" ! x S- t` � f . r a00 ,FT: Fa ,.1x J.: , , t'i e `i t i I ' y C-18 3 c f �- y , • :r . ., • e ., '- r. , •' _ ' - y "�f�11fie03"-„ ':•f., ; > T't-4. THIS SIGN,SHALLBE.PLACED•AT.LEAST':48HRS IN`ADVANCE " G .;:➢ tit; _ 4. T WI�SMING7ONJ&AVE:4 ,,• `EXPEETO YS 1 500 FT NORTH 0 •s•, �� F`HWY•111�'FOR-SOUTHBOUND'WAS,HINGTON •; ., . � ~.� ,; �. DA?ETA 1; 500 FT SOUTH:OF AVE 48 FOR NORTHBOUND WASHINGTON •. NOTES':1. ,ALL TRAFFIC CONTROL DEVICES FOR THIS'PROJ CT SHALL -BE IN ACCORDANCE WITH THE STATE OF-CALIFORNIA' EPARTMENT OFTRANSPORTATION` CALTRANS E. S wD (P ) CLOSE 1 LANENORTHBOUND DAYTIME MANUAL OF. TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES .2. ,TRAFFIC CONTROL SHOWN'HEREIN IS THE MINIMUM REQUIRED. ADDITIONALTRAFFIC CONTROL MAY BE REQUIRED -TO FACILITATE PUBLIC SAFETY AND " � ' ° t, TRAFFIC FLOW IF DEEMED NECESSARYBY CITY:OF LA QUINTA`. REPRESENTATIVE. *• . .. - .: J - �� 3.' THROUGHOUT EACH WORK, PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS; BARRICADES AND DELINEATORS): AND MAINTAIN SAME IN ACCORDANCE: WITH TRAFFIC CONTROL PLANS. a. t.: `'' t `w` Install'TelephoneConduitto:NeWTargeYCenter.. # �. .... '' }. �:.�. 4.:CONTRACTORSHALCMAINTAIN;AMINIMUM'10'TRAFFIC,LANEWIDTHATALLTIMES THERE SHALL'BEAMINIMUM2'_BETWEENTHEEDGEOFCUTANDTHE ' r:. 1 -: i pdmeContrectoE : TrelfieCorrodCmtraoOor :;; f s. �' � y� :� N: J:-H.'Const: -To s N Ba"rricades, Inca NEAREST TRAFFIC LANE t., �; J; i is :a_ z p �. ,, ... ` s 7 . f , `ate"4 ti '_ I - Phone . Pie - - Based an Standard 5...ACCESSTOPRIVATE'PROPERTYSHALLBEMAINTAINEDAT,ALLTIMES:' r � F - .• 6. ,THIS TRAFFIC.CONTROL SHALL- BE IN -PLACE DURING WORK HOURS ONLY. AT.END OF,THE;WORK HOURS,:THE ROAD WILL CLEARED OF DERIS AND TRAFFIC (800)852 TOPS Ron- Fifield 4rCALTRANS'tT-11 } ��: ' ,f i e rf� i eetNumDer ;Date Permp CONTROL REMOVED: 1 �.' �' f .- f • '' , . ~Pendin f A royal ° . ' 3. THE TRAFFICSIGNAL MAY BE PIACED ON RED FLASH TO SLOW TRAFFIC IFTHE CITY OF LA QUINTAAPPROVES. - 4 1 of 2 ;11 %26703 g pp... • 1 , ti.' ate} •��� `i. A, a .. s r`J + - �: 'd. ). , t '+.�a.:. L } �' • t'• '74.a .. a • - „ t C Tr vR. T R -.-. �_._ .- �- � `'- err '.•. i'1 _ :k . -<. 't: r- 'Ih .. •N�' --,}..: � ; ti,:.a , � "i t � . `S ► R � e� - { era.. . � 't '•'r. :n'. .s.-rw.oe_q „+ '. e. e.:• './ !Y, ' � J �. - '�y ..A, �y r• _ . a - ,k 9w FF C { 11 fir.. -' d; . •t, . -�L 4 h. y. 1 '•j. •' ti t n \ Ry fq r` 600�FT- .Y i fir•' . 'a �Nr 4r� �r .+ a 4 YR a a t 3 rI„ i � • _ THIS�TAPE �M DC -aaor �• R ` ;�, , , t _ -�( R AY HAVE`T0�•BE �'- •MOVEDFURTHERSOUTH'DUE' a i *ENO -SCALE " TO.THE CURVE O.FTHE STREE C 8'. J a 1 Y'• .r . „o a: , f00 a t_ -17' -ram •,r '� , _ s: �� r� cuuo{mt. ,� �100 FT.'-;.. I�- u, F� W a� i' t w�R # t i a — e• r� aLY =1•11lIIN i 4 r 35,1 � . `� a -• ! x 5 WKEEP.MUST_ a i gAtlot�#Dn_ i r. t<a .,+.: •''. EXISTING •€ ,. � R � '•t iP `t` ,� r '.1., ' R,` S a 100;FT r. -4 . y r w J: `« f'. Mill ol ON T0 FT,: '600 WAHINGT 10'FT500"MINIMUM, • ,• rt hr' i fi r YC .�' r T ^ , t, ''f. s : a: t� WIDE TRAFFIC �ClOBW {Iv-i R (T1 :.C-20 LT) �. Tt t q at' r +Cr V Y- 4 2' • 1G t t' f t Y } -17 A '§ 35' r x t� a •i a[(�ry►►//�rapp- //��};' - THIS; SIGN.SHALL,BE'P.LACED'ATLE_AST:48HRS'IN�ADVANCE `: �. =•�x vRR/,\1ii11NJ.1.V1\.P��G'4, - _ �. .,' er u s BOUND �. * �� „ ._.;< u;:. 4 r• '`1.:500-FT�NORTH'OFL�HVIIY:1�1'1�'FORSOUTH WASHINGTON LISE'AQRM$'ST' r r . s, .'- �'� +yR "'T'i t' _[ 1EiorxA AVE:48`f.OR NORTHBOUND.WASHIN.GTON R ti'' ,-4 . - :.. • �' ... .. ., t 1 500 FT SOUTH OF TRAFFIC:IN:LANE'N/BAND S/BTOBE "NOTES: 1:' ALL'TRAFFIC CONTROL DEVICES PROJECT SHALL BE'IN ACCORDANCE WITHTHE STATE OF CALIFORNIA DEPARTMENT OF;TRANSPORTATION� CALTRANS > R ���.. `` .._ 'WORK ZONES;. l DO,NE' AT -NIGHT'; MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE - --.a' . 2: ;TRAFFIC CONTROL .SHOWN HEREIN iS THE MINIMUM REQUIRED: -ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETYAND; .R By, apeea umn y TRAFFIC FLOW IF DEEMED NECESSARY. BY CITY;OF.LAQUINTA REPRESENTATIVE.`- v <. :`'�, , ,,; •-� :.. :" r ': ;i� i ' :55 �. •,". 3. THROUGHOUT EACH WORK PERIOD;; CONTRACTOR. SHALL INSPECTTRAFFIC CONTROL (SIGNS,. BARRICADESANDDELINEATORS)AND MAINTAIN SAME IN,. `�- �' ProfedNertie AGCORDAklEWITHTRAFFIC CONTROL•PLANS' ACL EQUIRMENTSHALL'BE REFLECTIVE AND HAVE FLASHING LIGHTS: '. �` � z"�� �� Install •Tele hone�Conduit.tolNew Ta et CenteP 4: CONTRACTOR SHALL MAINTAIN A MINIMUM 10' TRAFFIC LANE WIDTH AT:ACL TIMES:..THERE'SHALC BE A�MINIMUM�2'_BETWEEN THE EDGE OF CUT AND THE �: ` ' ?' � r �� ` Pdrm � : p:.' � ; ''.:.: T�cGoMd Cormscb3r .:•;z,' , 'X H.:J._;H:-Const NEARESTTRAFFIC.LANE. ,. ;"1 r x.'Tops'�N'Barricades�(nc �" AGCESS TO PRIVATE PROPERTYSHALL BE MAINTAINED AT�ALL TIMES. " � d' `. [ - ".r..,"-•''-'s,'..•PrepmedByBamdanS�ndeN 6:-THIS .TRAFFIC CONTROL SHALUBE INAACE DURINGLWORK HOURS ONLY.- -AT END.OF THE WORK HOURS, THE ROAD WILL CLEARED OF-D.ERIS AND',TRAFFIC � ��. -`. '- :'(800)852 -TOPS:' Ron' Fifield' • , ,CAL TRANS T -11 CONTROCREMOVED omE, ��',. r 7.- THE TRAFFIC SHALL BE PLACED`ON RED FLASH TO SLOW TRAFFIC AND SINCE TRAFFIC WILL NOT BE ON NORMAL LANES '' . * 2 ;9f' 2 " 11 /26/03 _' Pending Approval J - • r r j, ' c`. r� .. R; , i-• C.: «q F,3f :t'v �'' tv *.- •J .4 •C " .:r .. J" .`.. •. ie Af, `t-s. i' w R .i• - ''•.� a _ t« # ,i, .'!.. '. �•` '. .,g.'ii �r..y ti a r,. .ERG r _ i^ .. � ,... • r ��._.. --.:-:. a, . r •r. f C:� B f , _ X - a.r_: 's � ,t.. � ,i SY: - *." tt �" b• "' , _, ,.,,xl ,.. ,,. . i:..--_.. •'v + .T' i�' �, " 'tartan' -, T <: . ,� Q '?r a."L. 'l' fr NO SCALE00 Y v J 11ff t• 1 a ^ y -i iy A h e a8 TJ Y• C N" z , „ x.• ;: -,.,', , :: ,•. _z"'+�. _ gg Q' .Dear U: - •, Q .t •tom. <_ 'i t Yi EMSTINa .•.. r , ti r' .. � " � MUBT' a ` �` '.t ` r # n[ax to c s' R' 4 4 u 4 Y Y'-4 •i \ - K r 5 , r t - - tee ve e� g:. •. _ �� is ;.Y aim ,. �: '"^f� •tea,.. , .. :t'?ai" •1 . _fin- - 8 �� f- .. - - - - .ar• arz-_:� _ .�"i'_ _ �.F .cam..•. r.s a _ Ir�gA 1. 4A� \.�}s+` a���' -� ... �,� _ '� ' E�.; - Sf• -' .fir. s-a-ceua•'.- FY i . • - :yam.'' '� ��y _ �. 3 r v4 --�.r.��.,,- ����� � _ ' � ~ ��r.:• .:� ",,, _ice 'S .!'=4� � ` '^' -- <i . - Kfi 600 FT- :WA3HINGTONrST: 500 F T : 500 FT 5., ' r \. • y r 1 t500Y F f t -a' +- - -20 _ acute b i T) zo RT), r: G , Ct.O$ED• • J I C-17 L` _ K t[am r C-18-. <y - , r:. a •, h- S vttoGmG (70$D _ 'i < ! ' tMm i. i .. a' �h 3 .ti a• r j[ 'i V t•� t a. - r. " •V " S tYlil!©R(.`15fRGC�UNADVANCE;.,✓� M r' r:. - i�. THIS'SIGN SHALL BE�PLACED AT-'-LEAST'48HRS IN TWASHUVGTON&AYE4 s Fx c�.°anxs 1 `500 FT NORTH OF`HWY 111 FOR SOUTHBOU.NO:WASHINGTON AnAMs:sT . T ti SOUTH OF AVE 48 FOR NORTHBOUND WASHINGTON; - - a NOTES: 1. ALL TRAFFIC CONTROL DEVICESF,OR THIS PROJECT,SHALL BE IN ACCORDANCE WITH THE STATE OF. CALIFORNIA.DEPARTMENT OF TRANSPORTATION (CALTRANS) Y ► " ` "`: rMANUAL'OF TRAFFIC CONTROLS.FOR CONSTRUCTION AND MAINTENANCE WORK°ZONES`. '' a: AMM"dEY Oats: - Llmll - r 2:_ TRAFFIC -CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL -TRAFFIC CONTROL:MAY BE REQUIRED,TO:FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF, DEEMED NECESSARY BY CITY OF. L.A QUINTA. REPRESENTATIVE. L M 55 • :.MAINTAIN., I • t "'� -,:'" 6a .Pro[ect tteme 3, THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS; BARRICADES AND DELINEATORS) AND SAME IN, .. Y - '' ` Install Tele hone Conduit to New-Ta et Center ACCORDANCE WITH TRAFFIC. CONTROL P, LANS. , w ' , . ''s. , : P rcJ.. p r 4: CONTRACTORSHALL`MAINTAINAMINIMUM-10':TRAFFICLANEINIDTHATALLTIMES.`.THERESHALLBEAMINIMUM2'-BETWEENTHEEDGEOF..CUT"ANDTHE: , '�` HrmCmtm�_ G _ 'natflccom[acontraG�ot' = t ti .. ,r .' `� ) H: J.:H. Const To� s N Barricades" Inc...: NEAREST:TRAFFIC LANE. t _ • k f �.. , P ` `' r d rr f . y :.£ SS TO VAT P OPERTYSHALLBEMAINTAINEDATALLTIMES:`• " 'PtePemd8r.` anSW� s 5: ACCESS PRIVATE R " 6°� THIS TRAFFIC CONTROL SHALL BE IN PLACE D'URING.INORK HOURS ONLY: AT END OF,THEWORK HOURS, THE ROAD,INILL CLEAREDyOF DERIS AND.TRAFFIC' . (800)852-TOPS ROn ,Flfield a CALTFtANS T-11 CONTROL REMOVED. • t. '. ," " .. - ', eettVumDer :ra' , ' y Date Petmg Numbw }' r TRAFFICSIGNAL MAYBE PLACED ON RED FLASH TO SLOW TRAFEICxiF THE CITY OF LA QUINTAAPPROVES j 3 Of.3' 16/27/03; 7. THE ':' ;Pending' Approval r ' a ;r � - w , w ti TO: News and Public Information Agencies FROM: City of La,Quinta, Public Works/Engineering`Depart DATE: 'December 15, 2003 ` RE: Street Paving Construction - Washington Street/Avenue 47 Street paving construction will occur at the intersection of Washington Street and Avenue 47 on Tuesday, December 16 and Wednesday, December 17, 2003. On.Tuesday, December 16, the southbound lanes of Washington Street will be reduced down to one lane of travel from approximately 8:00,am to 330 pm. The northbound lanes will have no lane closure for this day. On Wednesday, December.17, the southbound lanes of Washington Street will be reduced down to one lane of travel in the morning hours, from approximately 8:00 am to 11:30 am. In the afternoon the northbound lanes of Washington Street will be reduced down to one lane of travel from approximately 1:00 pm to 4:00,pm. Motorists going north or south should use Adams Street or Jefferson Street in order to avoi&major delays during this time period: Any questions should be directed to the City of La Quinta Public Works Department at (760) 77777075. • r T:IPWDEPTISTAFFNARTINEMCORRESPONDENCEIPRESS RELEASEEIPRESSRELEASE 30903-DOC Raoul Martinez From: . Raoul Martinez Sent: Monday, December 15, 2003 9:41 AM To: All Employees Subject: Street Paving Construction - Washington Street / Avenue 47 . CONSTRUCTION PRESS RELEASE Street paving construction will occur at the intersection, of Washington Street and Avenue 47 on Tuesday, December 16 . and Wednesday, December. 17, 2003. On Tuesday, December 16, the southbound lanes of Washington Street will be reduced down to one lane of travel from approximately 8:00 am to 3:30 pm. The northbound lanes will have no lane closure for this day. On Wednesday, December 17, the southbound lanes of Washington Street will be reduced down'to one lane of travel. in the morning hours, from approximately 8:00 am to 11:30 am. In the afternoon the northbound,lanes.of Washington Street will be reduced down to one lane of travel from approximately 1.00 pm to 4:00 pm. Motorists going north or south should use -Adams Street or Jefferson Street in order to avoid major delays during this time period. Any questions should be directed to the City of La Quinta Public Works Department at (760) 777-7075. If you have any questions please call me on my cell phone at 275-2789. Thank you, Raoul Martinez " Assistant Engineer II