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4330---------7 r------~-�—�---�-----��~�' `°s _-`-r---r 401 idation' this form constitutes an � CITY'.OF LA QUUPJTA .. � .~... . ., APPL|CATUON FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT). For the construction -of public or private ourbo, driveways' pavements, sidewalks, parking |«m' omwom' water mains � gand uthe,|ike public mm,ko improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS� � � ' Subdivision Improvement Permit -C_�o U| � DATE �02-04~05 _ Minor Improvement Permit Class |V JEFFELN JUSTLOCAT0NOFCONSTRUCTION ' -�-� - ft----D --- (Street address mrDescription vrLouatmn) PUnruSEuFcumS/:ou//um " LOUT- GOLF ---'- ----' Sketch �uuohoon,tmotioncoano�app,op,ima> ^=^="=°^"°=�=� "=AN=x '----- ' - DESCR|pT|oNnFCONSTRUCT|ON 6'npeuLYxol=u4wj:u° . DIMENSION OFINSTALLATION ORREMOVAL ==� 1�,T_D|ZFOFEXCAVAJ|ON'|FNEEDED' ' � . �APPROXIMATE TIME WHEN WORK WILL BEGIN 02~01-05 ^ ' �*r^ / rnu�/��/�//��uruuxxp�enOw �� , - � ESTIMATED CONSTRUCTION COST $ ' (including removal 'of all obstruction, materials, and debris, bunkfiUing' com- paction and placing permanent resurfacing and/or replacing improvements) ' . In oonsk1osiio".of the granting of this permit, the applicant hereby agrees to: ` � � Indemnify, u6fvnu and save the oxv' its uvthvniwd agents,' officers, representatives� and employees, harmless from and against any and all 'penalties, liabilities or loss resulting from mmnm or court ummn and arising out of any accident, loss or damage to persons or property xannpn/oo o, mzunmo as x n,vx/mum em/t of any work undertaken under the nemo/t granted pursuant to this ennxvmmn. mm//v the Aumm/mnu*v Authority at wom twenty-fvu, (o*) xomm in advance of time when will be started; Comply with an applicable oxv Ordinances, the terms and conditions of the per it and all applicable rules and regulations of the City of ment necessary as the result of Tis work�-. La Quinta and to pay for any additional replace AM(' Signatu icant or Agent . ------- . .', ; mu of > ~ Business Address Telephone No. _ ROGU DEV=PMT 80227 INDIM SPRINGS &R.* INDIO 760~7` � Name ofContmcto,and Job Foreman Business Address' Telephone No. / . Sx50 � �Contractor's License No. City Business. License No. ' .n,,u r c � Applicant's Insurance Company Policy N -- ' FEES: Subdivision Public improvements: 3&of'eotimotedconstruction costs � Private improvements: 3&ofestimated construction costs Minor. Improvement Pe't Class |v See attachedmhodu|o ` Inspection Fee NO Em ' U Permit Fee U ponahv Cash Deposit -Surety Bond if required ` NO B�Q� TOTAL: $ 0 Receipt No. � ^ Received by ' -� ' Date Recorded by �� PERMIT VALIDATION PERMIT NO. 4330, DATE APPROVED 02~07~06 EXPIRATION DATE By Administrative Authority .'Telephone: (7q60)777-7q075 . ' _0 � r Location of Construction: J 5'.Q� _/ J i FAST 1 Purpose of Construction: R= tc w ..Iw e d d... Description of Construction: r�„ J Q — Dimension of Installation or Removal: Approximate. Construction Start Date: /- o Approximate. Construction Completion Date: Estimated. Construction Cost: $ . Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, back -filling, compaction and placing permanent resurfacing and or -placing improvements Contact Name: - -(- Name of Applicant: Applicant Address: Applicant Telephone Number: Phone Number: oZ .. Name of Contractor:. Contractor Address:. N / Contractor Telephone Number: 7 _ t1 Contractor State License Number: f jkAin ---..- v-.J ar wuaaaVJJ L1W117V 1\ULLLU`iL• •� t J V I ► A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED -4 Applicant or Contractor General Liability Insurance Company: .Applicant -or Contractor General Liability Insurance Policy Number: Office Use Only: Inspection Fee: . �j Permit Fee: As -Built Deposit: Dust Control Deposit: Credit Amount: TOTALTEE DUE: Office Use Only: Assigned Permit Number: 330 Approval Date: Z-7-OS Expiration Date: Issue Date: Administrative Authority: 1 . / 067A&D /t7 OR `..-- /.tom....»._.... �` _�:• »..... ..... ......... ... .. .. ... ._ _.i-.._—_.�. __. .__.. ... .... •�• � !T7°fCAL SECftC►/ IV sclic CR FLAfiFR kAf 1 .. a " 6Y15I Ukf CAAf PAM -"' ' _ •�_.. _� )} ! - IADIAN SPRNZ CC +; ; . 'f •�/ % ...� �� LG{ F CAR1 PA TN EXNIBI i v r \, i ,�4fMF R 12-16-2004 03:47PM FR0b4- T-655 P.002/003 F-790 INDICATES R.O.W. FOR �EFFERSON' STREET 3,34c S.F. WESTWARD HO DRIVE T.P.O.S. A P.O.C. c Q _. .. 8 M ° LOT 17 I M 10 0b ¢m LOT '] 8 ' TRACT *JyO. 2 ]' go. DATA TA8LE LENG T,1 1 S00'Co'13"E -- 53.31' 2 559'S3'47"rr -- a4.00' s 90"t�'S3` 20.00' 31.St' s 4- 5 S45�1i'39-c -- 15.33' 6 23'a1-14" 38.00 35.80'� 7 a S53"47'59"w -- 15.60" 9 SGO" 14 32'45'40'"� 38.00' 21..13 N o 12 N;00'Gfi't3"a -- ;13.57' v EXHIBIT nB n SHEET i OF 1 SHEET � . PLAT TO ACCOMPANY A LEGAL DESCRIPTION FOR:FSF P«+Mw.w4 • uc c.o.. • CC..OTA..Rr.Aw R JEFFERSON STREET RIGHT-OF-WAY. (APN - 649-Olt-008) ■ , o aPAIMOMM.cN C C714 b U 6Ti N O (APN 649-077-009)(APN 649-071 -029) DATE; OECEIe6F'R t5 �nmaKa. 7ansac�4a, . P.l7aWuari7 • .rrr fl9Fms 9nn4 �• �n_,nnv,�_aa e t.-.. REC'D JAN 2005 P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-1504 \A 78-495 CM.t..r, TAMPICO (760) 7 7 7 - 7 0 0 0 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7101 January 25, 2005 J. Donald Olson, Executive Vice President Roger Snellenberger Development Corporation 80-227 Indian Springs Drive Indio, CA 92201 RE: Indian Springs Cart Path Dear Mr. Olson: This letter is in response to your request of January 20, 2005 fora reimbursement in the amount of approximately $4,020 for the replacement cart path to access the 10`h hole of the Indian Springs Golf Course from Westward Ho Drive. As this is an estimate with the final field amounts to be determined, you are approved up to a total reimbursement of $5,000 for this cart path. Please forward your invoices for, the actual construction costs once they are available. Please also be aware that you must acquire a no fee Encroachment Permit for the work. Please also forward two original executed agreements for the cart path use to my office at your earliest convenience. , If you have any questions, please contact Steve Speer; Assistant City Engineer at (760) 777-7043 or myself at (760) 777-7042. Sincerely, imothy J ass P.E. Public Wor Dire or/City Engineer TRJ/acj cc: Steve Speer, Assistant City Engineer N FEB-07-2005 MON 11:33 AM SNELLENBERGER FAX NO, 7607720257 P. 01 r 11V D CAN SPRINGS"LAND COMPANY LLC. ` 1 INC. TRADITIONAL BUILDING Co i i ROGER SNELLEV•BERGElZ DX+; i VELOPMENT i CORP. LAND DEVELOPMENT LOPMENT i $0-227 INDIAN SPRINGS DR, t.. INDIO, CA 92201 r t (760) 772-0222 r FAX. 60) 772-0257 FAX TRANSMITTAZ, v ! DATE• - ATTN: r ! COMPANY: 1 t t FAX NO: PHONE NO: t i. i'RO1VI: # OF PAGES: i 1 i i "I i MCSSAGE; t i --` w�r • 1 i FEB-07-2005 MON 11:33 AM!SNELLENBERGERt License Detail California Honio FAX NO., 76 07720257 W-,� Page I of 2 ebru, r Ol -,C,i wft- License Detail "k 1A Contractor License # 759465 LAUF_CQNTRACDISCLAIMER A license status check provides information taken from the CSLB license data brase. Before relying on this information, You should be aware of the following limitations: CSLB complaint disclosure is restricted by law M&P 7124,.Q). If this entity is subject to public complaint disclosure, a link for complaint disclosure w'1'11* appear below.'Click-on the link or button to obtain complaint and/or legal action information. • Per .13 P • only. construction related civil judgments known to the. CSLB are disclosed. • Arbitrations are not listed unless the contractor fails to comply with the terms of the arbitration. Due to workload,'..there may be relevant information that has not yet been entered onto the Board's license data base. Extract Date: 02/07/2005 Business Information TRADITIONAL BUILDING CO INC .80-227 ]NDIAN SPRINGS.DR INDIO, CA 92201 Business Phone Number: (760) 772-0222 • Entity: g oration Issue,Date: 02/24/19Expire Pate: 02/28/2007 License Status This license is current and active. All information below should be reviewe'd. Additional Status lnformation'* PAST DISCIPLI*NARY ACTION A disciplinary action (citation) was previously filed against this licensee, but the licensee has completed all requirements, resulting from the C _j3ft-!W- For further information please call the Case Management 'Office In your area: (916) 255-4041 Northern California or (5 ' California, 62) 466-6021 Southern Classifications Class Description Bonding Information i_� �ttp-//wwwIcslU.ca.gov/CSLB_LtBRARY/Liccnse+T)et.n;i -Q., BUST' ESS LOCATION ^.r:TS=�E C?T'_' T=t, I,S BUSINESS NAME:, BUSINESS ADDRESS: Of W'�vz (4w - ,S-495 Calle Tampico, La Quinla, CA 92253 (760) T','-7000 CERTIFICATE ON-TR%_N SFE RABLE Pleh.e Ise Pmnre Lwi ioSLI llcc ul's loll 6a .,1.erme lay the City does uvt vutboricr }ou for cuuduct :iuolrte.,, it n I1llildlR}: or tcaaail cP,uY rF.nlhu5 a0l hgel: nl.proccd •� lorvcculatw3I,_. 16e1Aullingen.tSefei) llel:vrtn,eel• lfyoultn:eun3 ilcettil.,l" - rrke rdw K 1 h 6 is,v e: nor sf � a u fire l.bt ,are if a Crrsilicnte L•era ,.,ue,ElursuurpFrteol'tiu,mc..1,lr.otocoi,tnclfluitdiug.nudSak7yoil ' �'Gi/1T7 7t112. .- - -*•q__1� Tr.•;nT--TT-, Vq -,n -.,- J'tarLirrn,eeunt,l'd�eniuLusarC;:.iidU,. E.2 _ �..__.� .� LcCilS c•ff u�uitil,tullfrc> realutrrd.liceu,e,.l:crclpgatuled.:Lid li: w%aclotnw.acithel,usinm%herein ' i•227 I D .14 Sr'R_"35' DRIVE, aclfont,.fortheprriatt[utlyd.inc.lAirmilyu,lh[lit 1'r w iou,ul'OrdiltHILM �' All. _ of Wis City. "this Licrtl>re 1> uat:rd wilhour veri fkxgaa l4as the liccllser INDIO 922C-1 issuDjcrrluore1euiplfrotuli.elI Ngtoo ll,eStnteofCcIII nila. BUSINESS LIC NO: CLaSSIF'IC:ATION: ci j3F_Ar. C•aNrrR:CTcR Bar / EXPIRt�TI01\ DATE: B SA ESSUCENSE CITY --OF DESERT•:HOT.SPR N' fiS= { T:,XCOL C7pF(SO fl ,Cyifa!I,LtissAf;,lS�sr;as. Tlzpe,o�,`,'moT;Yxtztis_.--. 1.�iR±:oY,&'�r,:.:serPsiaes,xcrFlacaofG751o55islocatedaslhxieshovra,b3vhad:S�a� ai3btrre7ac•_ Co&a xs'lesun speck-,Js he-eli/Grassed be%again lhebcs:ress, pro'.ssun 0'0Y jyGalna-rlec,ii the Ot/orDrier' I&. Sp-ins%Pr the termeru"o ai Peft ca6 BFtiarssa!edo9 U+s Ceense.. This Gxvssisiss:rsdjmsuamanBsubject Aa!PaLaAaand %asa3VAty:ha Gy*Cutinrii an, aw.ca4l-,[ON o5ne-4t"Suhbn�wmprAssianooyL;)n.,i ct 111e City �,�ei i1.it Spitiasr711e pest-�, firs. w au�pxe:;n� be otigene[ s beret/ g-a^fad icsse pt.rsuaTl Ie _�e p•w si:rs ri d� C�7s9r1 Fiol �r�13s B�shess f.�TsaQrdinarce and a'r o'�v-r OnJ:>,arcras . oflteCityc:DeselH�tyrin6stoesgageii,t�rycrorwrdaclmhrGtyofLusaAFiilSa�rg;,lha5usira.;s,:aJe,ca'lr.3FrutesslancrexCt:c�i,c'es.rW�asful:vvs.'S1s!;Wiseassuzde;:nu:' treif 6m.CIA Pis kalsee is sot,;3:ttoa w-rr; ifi riIt^nsirgt/,."ItweorCalifamia Thstt::,vrequires aswcrnstWarrivl0.busir�rjarisd'_i. • �%JS*INESS NAME. Tradi/iana.1 Buildir,g Co mpa; jyo�. 11 rC. BUSINESS TYPE: 210 60SI-RE5$LOCATION: 80-227 hdiallSpringsDrive - _ � - DESCRIPTION: Develapers = _ hidio, CA 92201 UNITS: . BIISINFSSOWNER: -_ Roget'Srelienberger _ EMPLOYEES: 0 =- - TRADITIONAL BUILDING COMPANY, INC. Busi:tessl.imnse.Number. 0627i'I AO-227_INDIAN SPRINGS DRIVE } _ = I N D 10,- CA 92201 Effe•:•.ivo Date: 07120,1004 ' _ E,tp'raliun Dwe: 0613012005 . ' TO BE POSTED IN A CONSRCUCJS PLACE NOT TRANS FERABf E CITY -OF INDIO BUSINESS LICENSE CERTIFICATE License Number-06-01660 ' License Class CONTRACTOR GENERAL License -Sub -Class - Z227 ADITIONAL BUILDING CO INC INDIAN SPRINGS DR IIv'DIO CA 92201 Business Location Address ' 80227 INDIAN SPRINGS DR' RVSD.' INDIO CA 92201 Y Valid from September 22; 2004 Expires October 01, 2005 Please Post in a Conspicuous Place By / , Business License Officer Not Tot valid unless signed by City of Indio Busin ' License Officer 1 1 FEB-U 2005 FRI 02:14 PM SNELLENBERGER FAX N0, 7607720257 P. 01 i IND•IAN' SPRINGS LAND COMPANY LLC. I ' TRADITIONAL BUILDING CO.,'INC. RO(;1+;IZ SNELI,ENBERGY+:R DEVI+•LOPMEN'I',.CORP. i i LAND DEVELOPMENT i y , 80-227 TNDIAN SPRINGS DR. ' - INDIO, CA 92201 i (760) 772-0222 FAX (760) 772-02.57 I , 'I i FAX TRANSMITTAL DATE. U� ATTN� _ � �t��L W� i �' � I CUM 'ANY: � ( �� U 1 - FAX NO: _ 6 I PHONE NO; 21 , FROM: OF PAGES: i RE: MESSAGE:.' , y - O , C ;. i - al _ � 1 FEB-07-2005 MON.11:07 AM SNELLENBERGER FAX N0, 7607720257 J. 01 INDIAN SPRINGS LAND COMPANY I.LC. I TRADITIONAL BUILDING C:O:, INC. ROGER SNELLENBERGER D1+aVELOPMEI�IT, CORP. I i LAND DEVELOPMENT i 80-227 INDIAN SPRINGS DR.. 1 INDIO, CA 92201 (760) i72-0222 I - FAX (760) 772-0257 1 I 1 j r . FAX TRANSMITTAL. � , , 1 DATE: ��. ATTN; j • COMPANY; •-'.. l (( -• ; 07 1 j FAX NO: �° - 115 PHONE NO: a j j FRONT` -�,_ # OF PALLS- i 1 MESSAGE: ! Lj 1 ..S�. 1 I I 1 . 1 1 --------------1 CITY _OF_ INDIO . _ BUSINESS LICENSE CERTIFICATE -License Dumber 06-01660 License Class CONTRACTOR GENERAL License -Sub -Class TRADITIONAL BUILDI\'G CO INTC 80227 INDIAN SPRrNGS DR INDIO CA 92201 Business Location Address 80227IN-DIAN' SPRINGS DR RVSD INDIO CA 92201 . Valid from September 22, 2004 Expires Octoberr01, 2005 . j • Please Post in a Conspicuous Place By Business License Officer Not valid unless signed by City of Indio Busin License Officer - - ��! _ ' __ ` _ __• _�_ ��.__ 'Attie — __ — 5,,� } - � BUSINESS LOCATION T-/� of'444P WWC4j 78-49-5 Callc Tampicp, La Quinta. CA 92253 (764) 777 000 CERTYFIGNTE ON-TP— V NSFE-PL-kBLE lien r 13 ua io,ss O" r:rr. BUSINESS NA!� 1 E - =" `— = ^U=� D� = �:�_.. _ C", _NC. BUSINESS ADDRESS: 8C22`- I::C'.z:: S_ R-=*NGS DRIVE :-NDIO CA 32201 Pwate 6. "mmre Ilnd ia:a,nrtt urn Lusiirrs, l:rcosc by ill ecity does ravl nutCorizc 10u(4,coud Isct husiu cial_rn:ruildnig or teiunit'pu rr lh rtl Jigs na7 bi•esh alfilrr.)vrJ `=• fu r urrclumc� a,l th a J{u i:dirt;; an it yr I my Urpnrl uterat. I r euu It" ve n u y tluei ivav rrgunhug Eris i—ue. or II'tnu aM Hu1 au re it a Cirri' Q[0evu,ntr,ec Itus hrcat atl'a ed for %aur pl.,cv of bu,inec. Irlcr.w cuumcl Ituildiuz oud yrrrq• al iI.eLuraneenvrnrdIrrrciulut%its Klnallu:hcCit'.olLet r uiarLu,l:lees req u r real, ti,•anac is hereby grunted ,nid li rrusee lu I rxr. Icl, Or Irtlsi ueA h unit. ael furth. lit ltre periud allLIVI . ill C01Irurarily wills the Pruvi.iwu ur0rdfunl.ra % Is. 2 of (it is CiLy. This Lieertsre is issuer] krWhaul veri ficatiou I[ill l (he IIeeo see k suhiM to areaernpt rrvttl licensiu;bf the Sill tc•ul•Cnli.onAL. BUSINESS LTC NO- s�s� CLASSiF1tXrfON: GENIERAL CONTRACTOR EXPIRATIONDATE: 11/ 30/os _=- Ru�i[�tEss_��cENSE CITY: OF DESERT'HOT SPRiI��S= ,�- e TAXI{LLCTf)�250FFICE,G_/yal,L�esPr F�tSairts, .he rscn,firmortxxcra7unnd� a�elav,ire, for- as:ierxerFdacacFSuslms�lotzSedzslhereshavr,aa�nd;n'sdajpat�Ltt�Ta!=- ibU8= eN sum;pr^,'iai, is hlrretq li;ensed b en,3je in the business, prc!essix or w:uFa':n ra•rzd, in the Cie/Di C w9r; Hot Spilsrs, rx its ham tr4log of m dare %-Y h apmas slaoDi cr.,w0 lizwA. ThiS>i0 4a is-ssLaipurs:IarAand-: liNecl ru el ria Laasa-I: Oidiwixs re-y; sling Ileer 2fusaki:Jed b/:i3 GyCancil ErAap�kastlrto I ,asz.,ductofsuctbssinas, o:ofassixl aaxuFa:an - inlheQi Cy 93sw.KAsr-qjs.7tle n,Frmcr�or�^ralxrheannzrletf:;5er5+gr3reitixsepursumlVih6pro.`.siuua:He?Spir :neBese- '3usn 5li�ensaChnsaceanda �ar�rswns oFtleGe/olDesertF»lSpirlgsloen�agair.,c9rrytncra•-xJtKtinft0:/ofCkse"HUSfrin'Ss, l-trjs:.rs s,trade,ca!-ng,Fte`essi*mo•emitidw,d6saihedFsro;ons. Tiislicart,e:s .sLAtu,13ut venfica6mlhal!`slters; eissut;t'AorexernF:�o-rliceranabJlhe5ta:3o:Ca:''•smi�. Thela� c��ile;asnCralertwa-crbssin�s:ais6c069:-:_ - -- �MUSiN.ESS NAME: Traditional Building Company,lrrc. BUSINESS TYPE: ' 220 BUSIgES LOCATION: 80-227 hrdian Springs Drive DESCRIPTION: Developers•' -. -' Indio, CA 92201 UNITS: BUSINESS OWNER: "= Roger_Sneller:berger - - - EMPLOYEES: _ 0' TRADITIONAL BUILDING COMPANY, INC. BuslnessLiaense M1umbPr. 002771 8fl-227=JNDlAN SPRINGS DRIVE Y IND10,' CA 92201 Effee.NeDale: ' 0,'i'20I2004 Expiration Dale: 0613011005 TO BE POSTED IN A CONSPICUOUS PUCE NOTTRANSFERABLE i, PERMIT NO. 4330 . Indian Springs Country. Club I Relocate Golf Cart Path % Tract No. 29063 In addition to -the standard permit conditions, the following shall apply: 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 latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the ,City Engineer. 2. Roger Snellen6erger Development, hereinafter referred to as "Permittee", shall beresponsible for providing continuous dust'and erosion control. 3. This permit or copy of it shall be on the work site for inspection during the actual work performed. 4. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, an approved traffic control plan at least 2 weeks prior to start of construction or parking on the paved R/W. 5. Streets shall be kept clean.. They shall be completely cleaned at the end of each working day and more frequently, if. required. 6. 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 Ist to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m: May lst to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. , Saturday 8-00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street'(ie any 4 lane street) before 8:00 a.m. T Work within 500 feet of a signalized intersection. shall be performed 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 (951) 955-6894 if signal operation at the intersection is to be altered in any way. 8. 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. S peciaf Conditions Page I of 5 PERMIT NO.4330 Indian Springs Country Club / Relocate Golf Cart Path / Tract No. 29063 9. 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. 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 two (2) travel lanes of paved surface shall be maintained at all times. 10. Prior to excavating, if required, the Permittee shall contact Underground'Service Alert at 1-800-4227 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. 11. 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. 12. 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 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. Special Conditions Page 2 of 5 PERMIT, NO.4330 Indian Springs Country Club J Relocate G61f Cart Path / Tract No. 29063 C... The first length of trench,backfilled shall be backfill'ed 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 th'depth of lift that can be compacted: , I). If lifts greater than one foot are attempted in this trial length of trench, compactionAests. 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' stablish the maximum lift thickness to be compacted for the remainder of the project. E. In subsequent lengths of trench, the frequency of compaction tests•shall equal one per, each lift of ` backfill, per 300 linear feet of open trench, at randomly selecied•locations within the open length ` of trench. F. The depth of the randomly selected compaction tests shall also be randomly selected except that ' where multiple tests are required in a given length of trench, the tests shall be no closer than three f } " feet (vertically) from each other. • G. If any compaction test fails, previously placed backfill (in the same length of open trench or previous lengths,of trench) which is represented by the failing -test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. H. All costs incurred,due, to the -conditions above shall be borne by the Permittee.. Copies of all test r results shall be furnished to the City Inspector: 13. All excavations within City of La Quinta right-of-way'shall be'backfilled; and.temporarilypaved 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. 14. All landscaping, irrigation,decorative rock, decorative`concrete, lighting,. etc., -shall be replaced to its original condition. 15. Access and egress.to all local properties shall be maintained'at all times. Special Conditions " Page of 5 i PERMIT NO.4330 Indian Springs Country Club / Relocate Golf Cart Path / Tract No. 29063 16. 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 (1) 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 Constructions The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. C. Permanent pavement replacement shall be installed using a City approved 3/4" max medium asphalt concrete as the base course lift and a City approved %2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved -by the City prior to its placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth 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: three (3) feet outside the sawcut removal lines. • For longitudinal trenches located in a traffic lane: three (3) 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. e. F. Any existing lane striping or any existing detour 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. . , Special Conditions Page 4 of 5 . PERMIT NO. 4330 ' Indian Springs Country Club. / Relocate_ Golf Cart Path / Tract No: 29063 11. 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.' 18. 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 subj ect street, or if this permit specifically grants permission to use the street to deliver street construction materials and/or equipment. 19. The City of La Quinta reserves the right, to revoke, suspend or void.this permit at any time. 20.: 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. 21. If it is the intent of the permittee to cut the pavement and have it restored by a third party,''the permittee shall postpone cutting the pavement until. the intended third partyhas acquired apermit from',' the".City.to perform the required restoration work. `, • . - .. III Special Con ditions Page 5 of 5 { City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 4330 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. ® 112 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/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ 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'/2') 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. City of La Quinta [4' 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 (5') 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 (2") 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. <Co l NOTE: 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.lmprovement Permit- Class III DATE: 02-04-05 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION JEFFERSON JUST EAST OF WESTWARD HO. (Street address or Description of Location) PURPOSE OF CONSTRUCTION RE-LOCATE'GOLF CART PATH. SEE ATTACHED PLANS DESCRIPTION OF:CONSTRUCTION w GOLF' CART PATH.. DIMENSION OF INSTALLATION OR REMOVAL SEE ATTACHED. Sketch (attach construction plans.if appropriate). SIZE.OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN. 02-01-05 APPROXIMATE TIME OF COMPLETION-*02-11-05 .ESTIMATED CONSTRUCTION COST $ _ (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 resultingfrom claims or court action and arising out of an accident, loss 'or damage to persons or , 9 Y g p property happening or occurring as a proximate result .of any work undertaken" under the permit granted pu uant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when wo will be started. Comply with all applicable City Ordinances, the terms and conditions'of the per � it and all applicable ules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of./hitworlh ' ' . : Signatures TApplicant or Agent HEIDI LOHNILLER 80227 INDIAN SPRINGS DR., INDIO 760-772-0222 Name of Applicant (please print) - Business Address. Telephone No. ROGER SNELLENBERGER DEVELOPMENT 80227 INDIAN SPRINGS DR., INDIO ,760 772-0222, Name of Contractor and Job. Foreman, Business Address Telephone No. rj-7' 6 LI (6-5 5750 Contractor's License No. City Business License No. + Applicant's Insurance Company. Policy Number 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 - Ni43.30 Inspection Fee. $ NOS PERMIT VALIDATION- PermitFeePERMIT NO. 4330 Penalty - S Cash Deposit -Surety Bond DATE APPROVED if required TOTAL: $ NO FEE Receipt No. Received by Date Recorded by ' Telephone: (760) 777-7075 PERMIT`NO. 4330 Indian Springs Country Club./ Relocate Golf Cart Path / Tract No. 29063 In addition to the standard permit conditions; the following shall apply: L. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1082), 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. Roger Snellenberger Development, hereinafter referred to as "Permittee", shall be responsible for providing continuous "dust and erosion control. 3. ' This permit or copy of it shall be on the work site for inspection during the actual work performed. 4. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, an approved traffic control plan at least 2 weeks prior to start of construction. or parkiiig,on the paved R/W:. 5. Streets.shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required.. 6. Pursuant to Section 6.08.050 ofthe 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 1st 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 1st 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. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial Street (ie any 4 lane street) before 8:00 a:m. 7.. Work within 500 feet of a signalized intersection shall be performed 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 (951) 955-6894 if signal operation at the intersection -is to be altered in any way. 8. 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. Special Conditions Page I of 5 PERMIT NO: 4330 Indian Springs Country Club / Relocate Golf Cart Path / Tract No. 29063 9. 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. 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 two (2) travel lanes of paved surface shall be maintained at all times. 10.. 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. 11. 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. 12. 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 unsuitablematerial, 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 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. Special Conditions Page 2 of 5 PERMIT, NO.' 4330 Indian Springs Country Club / Relocate.Golf Cart Path / Tract No. 29063 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 I 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. - i t� E. `In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of « backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. F. The depth of the randomly selected compaction tests shall also be randomly selected except that Where multiple tests are required in a given length of trench, the tests shall be no closer than three '-feet (vertically)from each other. _ s G. If any compaction test fails, previously placed backfill ,(in the same length of open trench or . previous lengths of trench) which is represented by the failing test (as determined by the City 'Inspector), shall be tested for compliance with compaction requirements. H. All costs incurred due to the conditions above shall be bowie by the Permittee. Copies of all test - ' results shall be furnished to the City Inspector: 13. 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 n 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. 14. All landscaping, irrigation; decorative rock, decorative'concrete, lighting, etc., shall be replaced to its original condition. ; ' 15.. Access and egress to all local properties shall belmaintained at all times. Special Conditions Page 3 of 5 . - , 1 .- PERMIT. NO.4330 Indian Springs Country .Club / Relocate Golf Cart Path / Traet'No. 29063 16. `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,pavemerit and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. C. Permanent pavement replacement shall 'be installed using a City approved 1/4"' max medium asphalt concrete as the base course lift and a City approved %2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to'its placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled toa 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: three (3) feet outside the sawcut removal lines. • For longitudinal trenches located in a traffic lane: three (3) 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 1/4" 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 or any existing detour 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. Special* Conditions Page 4 of 5 ' PERMIT 'NO. 4330 Indiaw Spring$ Country Club / Relocate Golf Cart Path] Tract No. 29063 ' 17. 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. k " 18. Pursuant to Chapter 12.56 of the La Quinta Municipal Code ((?rdinance 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. 19. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 20. The pel mittee 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. j 21. If it is the intent. of the permittee to cut the pavement and have,it restored by.a third party, the. ' permittee shall postpone cutting the pavement until the intended third party has acquired a permit from the City to perform the required restoration work. r Special Conditions Page 5 of 5 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 4330 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 contractor 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 ('/A") 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/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ 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 M.") 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. City 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. (5') 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 requiredi 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 (2") 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. N - - �-• ' � _" .. _,_ , '.— � �, • �' .., . - .' � • •EXISTING TRAFFIC ;W E w`,' s = r CONTROL BY NO;SCALE JEFFERSON ST. YEAGER-SKANSKA • - -` - FOR JfFFERSON ST. IMPROVEMENTS. ' (ROAD CONST. AHEAD CLUBHOUSE E ALREADY POSTED ' w 1 cRn FOR THEIR WORK C- WESTWARD HO DR. ORK a ; r `I/ �}- }. 77 500 FT SR a pm Z. 300 FT zF s : �' ' KEEP R ,. - "�� i Al - C-18 Fv A F j : NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT_ SHALL BE IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M U T.C.D.) 2003 AND THE 2003 M.U.T.C.D. CALIFORNIA SUPPLEMENT. AWOVed By " 000 Speed Lima 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF t 45 w DEEMED NECESSARY BY CITY OF LA QUINTA OR CITY OF INDIO REPRESENTATIVE. .7. Pi°jad "NW 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH ' Remove & Replace Curb, for Golf Cart Path. TRAFFIC CONTROL PLANS. vt 4. CONTRACTOR SHALL,MAINTAIN A MINIMUM ITTRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. ogee Snellenberger Tops N Bam�deSlnc 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. - 0d Ptcne - Premed BY an . 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE 24 HOURS A DAY UNTIL WORK IS COMPLETED. ALL TRAFFIC CONTROL DEVICES SHALL BE RETRO REFLECTIVE AND ALL BARRICADES (800)852-TOPS Ron Fifield N/A SHALL BE EQUIPPED WITH FLASHING LIGHTS. : , 1 Of 2 7/27/05 To Be Issued on Approval 7. THIS IS ATYPICALAS THE CLOSURE MAY NEED TO MOVE FURTHER ALONG THE ROAD.' , ti JEFFERSON ST. C NO SCALE - - :-.:::. }a:: YEA . P'L FOR IMI Pli (FiOAI CLUBHOUSE E j�;.-: _ ALF """ {S.,Y . FOF ni ` RIGHT =' t , = WESTWARD HO DR. "Mil a a a a a a =.. t .:' 4 11111 11 z a � v Y a .. ...... : r r. . ' . ..:.:... ....:. .... .. �.zl k=ice F3`' r t h . 1 1, t t RKi 1 l 1 ' 300 FT�ga�i' "'' x �a 500 FT 500 FT w t (�n . o-w C-n - a-+ I f. �` u .. DETE M501 IT MAYBE NECESSARY:uYdl.,� :aj._..<.,::....:_.:.. { TO:CLOSED THE SIDEWALK' (TO BE DETERMINED IN THE FIELD) NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M U TC D) 2003 AND THE 2063 M.U.T.C.D. By DateUffd CALIFORNIA SUPPLEMENT*. �D`0nd s pwd 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF 45 DEEMED NECESSARY BY CITY OF LA OUINTA OR CITY OF. INDIO REPRESENTATIVE. Pm�eCt Neme 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL -(SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN. ACCORDANCE WITH Remove 84 Replace Curb for Golf Cart Path. TRAFFIC CONTROL PLANS. PRiw Corit8Cw Tf8ft Conuol Conftur 4. CONTRACTOR SHALL -MAINTAIN AMINIMUM I2'TRAFFIC LANE WIDTH ATALL TIMES. THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. Roger Snellenberger Tops N Barricades, Inc. 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. - eaeeaa,smrowa 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE 24 HOURS A DAY UNTIL WORK IS COMPLETED. ALL TRAFFIC CONTROL DEVICES SHALL BE RETRO REFLECTIVE AND ALL BARRICADES (00)852-TOPS Ron Fifield N/A SHALL BE EQUIPPED WITH FLASHING LIGHTS. 2 of 2 7/27/05 To Be Issued on Approval 7. THIS IS ATYPICAL AS THE CLOSURE MAY NEED TO MOVE FURTHER ALONG THE ROAD.' • r NOTE: With proper validation this form constitutes an J encroachm,- ent permit CITY OF LA QUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION. (ENCROACHMENT) . For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other.like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS Subdivision Improvement Permit'— Class III DATE: 02-04-05 Minor Improvement Permit Class IV JEFFERSON JUST EAST OF WESTWARD H0. LOCATION OF CONSTRUCTION 1..J�-- , �o e, - 4 � C cG IT1 Z`106 3 (Street address or Description of Location) PURPOSE OF CONSTRUCTION RE —LOCATE GOLF. CART PATH. Sketch (attach construction plans.if appropriate) SEE ATTACHED PLANS DESCRIPTION OFCONSTRUCTIkON w GOLF CART PATH.. , e e PLETF tom MD. DIMENSION.OF INSTALLATION OR REMOVAL SEE ATTACHED. SIZE OF EXCAVATION, IF NEEDED. APPROXIMATE TIME WHEN WORK WILL BEGIN 02-01-05 APPROXIMATE TIME OF COMPLETION 02-11-05 ESTIMATED CONSTRUCTION COST $ (Including removal of all obstruction, materials, and debris, backfilling, com- paction .and placing permanent resurfacing and/or replacing improvements) .. 9 In consideration of the granting of this permit, the applicant hereby agrees to: ti -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 undertakers under the permit granted pu uant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when wo will be started. Comply with all applicable City Ordinances, the terms and conditions of the per it and all applicable ules and regulations of the City of La Quirita and to pay.for any additional replacement necessary as the result of hi woripl tl t S ,q/�;.l1�e Signature Applicant o11 r Agent -HEIDI LOHKILLER. 80227 INDIAN SPRINGS DR., INDIO 760-772-0222 Name of Applicant (please print) Business Address Telephone No. ROGER SNELLMERGER DEVELOPMENT 80227 INDIAN SPRINGS DR., INDIO '760-772-0222 Name of Contractor and Job Foreman Business Address Telephone No. `7 59 y (®-5 5750 Contractor's License'No. City Business License No. Self I n3.Lt.re.d 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 4330 NO FEE Inspection Fee PERMIT VALIDATION $ - Permit Fee PERMIT NO. 4330 Penalty .Ca I sh Deposit -Surety Bond DATE APPROVED if required EXPIRATION DATE6. TOTAL: $ NO FEE — 7 " Z —0 _ DATE S Receipt No. By Received by Date Administrative Authority Recorded by Telephone: (760) .777-7075 t ' NOTE': With proper validation this form constitutes an encroachment permit CITY OF LA QUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS Subdivision Improvement Permit— Class III DATE: 02-04-05 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION JEFFERSON JUST EAST OF WESTWARD HO. (Street address of Description of Location) PURPOSE OF CONSTRUCTION RE —LOCATE GOLF CART PATH' Sketch (attach construction plans if -appropriate) (SEE A"1'7Gf1<CIM PLANS DESCRIPTION OFCONSTRUCTION b"w GOLF CART A—TH. DIMENSION'OF INSTALLATION OR REMOVAL SEE ATTACEIED. SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN 02-01-05 APPROXIMATE TIME OF COMPLETION 02-11-05 ESTIMATED CONSTRUCTION COST $ (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: x Indemnify, defend, and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started. Comply with all applicable City Ordinances, the terms and conditions of the per` itand all applicable Les and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of thiP.ork-1.1 Signature of Applicant or Agent HEIDI LOHMILLER 80227 INDIAN SPRINGS DR., INDIO 760-772-0222 Name of Applicant (please print) Business Address Telephone No. ROGER SNELLENBERGER DEVELOPMENT 80227 INDIAN SPRINGS DR., INDIO 760-772-0222 Name of Contractor and Job Foreman Business Address Telephone No. 5q Ll (o5 5750 Contractor's License No. City Business License No. SQI f- I Insu re cl Applicant's Insurance.Company Policy Number FEES:, Subdivision Improvement Permit - Class I II Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor Improvement Permit — Class IV: See attached schedule Inspection Fee $ NO FEE Permit Fee Penalty Cash D'eposlt-Surety Bond if required TOTAL: Receipt No.' $ NO FEE Received by '` Date r Recorded by 4330 PERMIT VALIDATION PERMIT NO. 4330 DATE APPROVED n,2_n7_nr% 02-07-06 EXPIRATION DATE DATE(ISSUED 126 JL Js Rv" �Vim} V�' ,.�._. n Administrative Authority Telephone: (760) 777-7075 t -f PERMIT NOA4 30 Indian Springs Country Club / Relocate Golf Cart Path / Tract No. 29063. In addition to the standard permit conditions, the following shall apply: 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 latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. Roger Snellenberger Development, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 3. This permit or copy of it shall be on the work site for inspection during the actual work performed. 4. If public traffic lanes are required to -be closed, this permit is riot valid until the permittee submits, to the Public Works Department, an approved traffic control plan at least 2 weeks prior to start of construction or parking on the paved R/W, 5. Streets shall be kept clean. They shall be completely cleaned at the,end of each working day and more frequently, if required. 6. 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 Ist 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 1st to September 30:. Monday -Friday 6:60 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. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (ie any 4 lane street) before 8:00 a.m. 7.. Work within 500 feet of a signalized intersection shall be performed 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 (951) 955-6894 if signal operation at the intersection is to be altered in any way. 8. 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 orprivate street and for any damage to other City streets. or facilities as a result of work performed under this permit. Special Conditions Page I of 5 w PERMIT NO.4330 Indian Springs Country Club / Relocate Golf Cart Path / Tract No. 29063 9. 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. 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 two (2) travel lanes of paved surface shall be maintained at all times. 10. 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. 11. 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. 12. 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 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. Special Conditions - Page 2 of 5 PERMIT. NO.. 4330 Indian Springs Country Club / Relocate Golf Cart Path / Tract No. 29063 C. The first length of trench backfilled shall be backfilled iri 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 thatAhe full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per.300 linear,feet of open trench, at randomly selected locations within the open length of trench. ' F. The depth of the randomly selected compaction tests shall also..be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each.other. G. If any compaction test fails, previously placed backfill (in the same length' of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. H. All costs incurred due to the 'conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 13. 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.. 14. All'landscaping, irrigation, decorative rock, decorative concrete; lighting, etc., shall be replaced to its original.condition. 15. Access and egress to all local properties shall be maintained at all -times. Special Conditions Page 3 of 5. PERMIT NO.4330 Indian Springs Country Club [Relocate Golf Cart Path / Tract No. 29063 16. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than'seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed.aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. C. Permanent pavement replacement shall be installed using a City approved 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 saw cut 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: three (3) feet outside the sawcut removal .lines. • For longitudinal trenches located in a traffic lane: three (3) 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 or any existing detour 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, consistenti and shall conform to the surrounding grades. Special Conditions Page 4 of 5 PERMIT NOA330 - Indian Springs Country Club /-Relocate Golf Cart Path/ Tract -No. 29063; 1.7. 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.. 18. 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 notpart of the Truck Route network) is'three (3)'tons; trucks`exceeding the weight limit may use a r ,.restricted street. if making a delivery or pickup on the.subj ect 'street, or if this permit specifically grants , permission to use the street to deliver street construction materials and/or equipment. 19. The City of La Quinta reserves the right to revoke, suspend or void, this permit at anytime. 20. 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 oui of work, under this permit. . 21:. i If it is the intent of the permittee to cut the. pavement and have it restored' by• a third party,- the permittee shall postponecutting the pavement until the intended third party has acquired a permit from, the City to perform the required restoration work. r • F ' J r > Special Conditions - Page 5 of 5