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3123NOTE: ` With proper validation this form constitutes an CITY OF LA QUINTA encroachment permit APPLICATION FOR PERMIT PUBLIC WORKS. CONSTRUCTION (ENCROACHMENT). For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS DATE: 1/24/00 Subdivision Improvement Permit — Class I II Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION JEFFER.SON ST.. VROM LIFT STATION # 55-12 NEAR XOME IIEPOT. S TO AVE. $0 (Street address or Description of Location) PURPOSE OF CONSTRUCTION INSTALL 18"SEWER FORCE MAIN Sketch (attach construction plans if appropriate) DESCRIPTION OF CONSTRUCTION INSTALL 18' PVC SEWER FORCE M&IN,VALVES,AIR/VAC.,DEVICES & RELATED APPURTENANCES DIMENSION OF INSTALLATION OR REMOVAL APPRO%.7,716 LY ALONG PORTIONS OF JEFFERSON ST. SIZE OF EXCAVATION,.IF NEEDED APPROX. 4 FEET WIDE BY 6 FEET DEEP( TYPICAL) APPROXIMATE TIME WHEN WORK WILL BEGIN SEE ATTACHED CONDITIONS CONSTRUCTION•DTRAWINGS ON FILE UNDER CVWD.PERMIT # 3048 CVWD DR. # 24781-24791 APPROXIMATE TIME OF COMPLETION 5/31/00 ESTIMATED CONSTRUCTION COST $ 385,800 (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend: and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and .,rd ula� s of the City of is w La Quinta and to pay for any additional replacement necessary as the result of this ,/' 51gnature /.�'iuit o�ppllean�gent' IFT—PIPELINE ENG. 30230 LOS ALAMOS RD., I A, CA. 63 (90 6-1885 Name of Applicant (please print) Business Address Telephone No. SAME/ ADOLFO DOMINGUEZ Name of Contractor and Job Foreman Business Address Telephone No. 763466. Contractor's License No. City Business License No. UNITED CAPITOL INS.CO. GLA1020298` . Applicant's Insurance Company rw 'Policy Number FEES: Subdivision Improvement Permit — Class 111 Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor. Improvement Permit — Class IV: See attached schedule Inspection Fee Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL: Receipt No. $ 5.069 100 $ 5,169 Received by Date Recorded by .�0D trJ7 FEB 02 2000 PERMIT V�'TION' �LA QUINT PERMIT NO. 312.3 DATE APPROVED 1/24/00 EXPIRATION DATE 4/30/00 DATE ISSUED 1/24/00. Adminotrative Authority Telephone: (760) 777-7075 .MOTE: ' roper validation this form constitutes an CITY OF LA QUINTA encroachment permit APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS DATE: 1/24/00 Subdivision Improvement Permit — Class I I I Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION JEFFERSOiV ST. , F'RO2'I LIFTSTATION # 55-12 NEAR kt MF DEPOT, S TO AVE. 50 (Street address or Description of Location) INSTALL 18"'SEWER. FORCE MAIN PURPOSE OF CONSTRUCTION Sketch (attach construction plans if appropriate) DESCRIPTION OF CONSTRUCTI N INSTALL 18 PVC SEWER FORCE MA.IN,VALVES,AIR/VAC.,DEVICES & RELATED APPURTENANCES DIMENSION OF INSTALLATION OR REMOVAL A.PPROX.7,7.16 LF ALONG PORTIONS OF JEFF.ERSON ST. SIZE OF EXCAVATION IF NEEDED APPROX. 4 FEET WIDE BY 6 rEET DEEP( TYPICAL) APPROXIMATE TIME WHEN WORK WILL BEGIN APPROXIMATE TIME OF COMPLETION 5/31/00 ESTIMATED CONSTRUCTION COST $ 38S,t300. (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) SEE A'i'TACHED CONDITIONS CONSTRUCTION DTRAWINGS ON FILE UNDER CVGTD PEKKI.T # 3048 CV10 DR. # 24781-24791 Td 5��. 3o Z ova In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and rfons of the City of La Quinta and to pay for any additional replacement necessary as the result of this.,work. IFT—PIPELINE ENG. 30230 1.OS ALAI OS RIE'iA,CA. P,,2 563 90)9,26-188 Name of Applicant (please print) Business Address Telephon No. SAME/ ADOLFO DOMINrUEZ Name of Contractor and Job Foreman Business Address Telephone No. 763466 ' Contractor's License No. City Business License No. UNITED CAPITOL INS.CO. GLA10202985 Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit —Class III 19 OP Public improvements: 3% of estimated construction costs `LQQ® Private improvements: 3% of estimated construction costs�v� F+ `� �� Minor Improvement Permit —Class IV: See attached schedule "r. �& FEB 02 2000 Inspection Fee $ 5,Q69 PERMIT r VALIDAT�OIVa OFL.A Permit Fee 100 PERMIT N0. 312.3 Penalty Cash Deposit -Surety Bond if required TOTAL: $ Receipt No Received by by 5,169 Date DATE APPROVED 1/24/00 EXPIRATION DATE DATE ISSUED 1/24/00ex�-e,-;vI q6 By Admin rative Authority Telephone: (760) 777-7075 P.O. Box 1504 78-495 CALLE TAMPICO (760) 777=7000 LA QUINTA, CALIFORNIA 92253. (TDD) (760) 777-122.7 July 25, 2000 IFT Pipeline- Engineering 30230 Los Alamos Rd. Murrieta , CA 92563 Attention: Jeff Maichel Subject: Jefferson Street Improvements Project No. 99-05 Encroachment Permit No. 3123 Dear Jeff : The City of La Quinta has received your. check in the amount.of $ 616.90 for the 153 day time . extension to permit No. 3123. The original expiration date was April 30, 2000. The revised permit expiration date is September 30, 2000. - All other terms and conditionsof the permit shall remain in force until the revised expiration date. Should you have any additional questions, please do not hesitate to contact Mr. Leonard R St. Sauver at (766) 777-7048. Sincerely, J hn M. FreelandVIM 1, enior.Engineer .� 0 JMF/ls cc: Chris A. Vogt, Public Works Director/City Engineer Leonard R St. Sauver, Assistant Engineer 1 David Toschak, Vali Cooper & Associates . -'. Project File 99-05 T:1PW DEPT\PROJECTS\99PIcts%99-OSJeffSt(50-indBK\LettersUFTpennitextensibn7-25.00.wpd City of La RECEIPT• • • . ID RECEIVED FROM Aw • • _ � — i ACCOUNT NOW PAID AMT. OF CASH )., i .Jr ' i' .:S•? i � t:re .:'ti : i. 1 -;a..�.. {. - � �.. �. ...:.. ylr :..:. ..f� ( ',.:4:b:`I:S i..i {". 1`:i 11.. • Wit:, :;y.f{=..i . �i: , i=;, { "1(..:.N• ` il��:.-.i: 4343 1FT PIPELINE ENGINEERS' 3o230;LOs "C..S' WELLS FARGO BANK 16 24-1220 MURRIETA; GA 9256 PH 626448-87.98 1 ' .`'PAY $ Hundred Sixteen and 90/100 Dollars' DATE AMOUNT TO`:THE :. OR ' 0RER City of La Quints La Quints, CA Y IT, Memo: PERMIT # 3123 EXTENSION TO 9/30/00 . NIP 11'00434311' .1: L 2 200.0 24N037S3S13913311' I t IF1- PIPELINE ENGINEERS RE Ids D Contracting • Bypassing • Emergencies ,-_ 30230 LOS ALAMOS ROAD • MURRIETA, CA 92563 `!��• n 2000 i (909) 926-1885 • (626) 448-8798 FAX (909) 926-2334 PUBLIC WORkS July 18, 2000 City of La Quinta Attention: Leonard/Engineering, Public Works Dept. 78-495 Calle Tampico La Quinta, CA 92253 RE: Permit # 3123 Extension to 9/30/00 Dear Leonard: Per our phone conversations, we are paying 10% of the original encroachment permit fee (516.90) plus $100 for an extension of the permit to 9/30/00. Enclosed please find our check for $616.90. Thank you, ®►�� i P.O.• 1 78-495 CALLE TAMPICO LA • (760) 777--7000 (TDD), (760) 777:-1227 July 11, 2000 IFT Pipeline- Engineering 30230 Los Alamos Rd. Murrieta , CA 92563 Attention: Jeff Maichel Subject: Jefferson Street Improvements Project No. 99-05 Encroachment Permit No. 3123 e Dear Jeff l53. Per your request, the City. of La Quinta is issuing a-t2"ay time extension to permit 'No. 3123. The 5� 3a za original expiration date was April 30, 2000. The revised permit expiration date is Augt� The fees for the extention are equal to 1.0 % of the original permit fee plus $ 100 . In this case the, be 516.90 plus 100 for f 616.90. $ p s$ o a total o$ Should you have any additional questions, please do not hesitate to contact Mr. Leonard R..St. Sauver at (760) 777-7048: Sincerely; - IYl J n M. Freeland Senior Engineer JMF/Is cc: Chris A. Vogt' Public Works Director/City Engineer Leonard R' St. Sauver, Assistant Engineer 1 Project File 99-05 T;\PW DEP*RPROJECTS199Prjcts199.OSJetfSt(54-IndBlvd)(LetterslIFTpermitextension7-OO.wpd NOTE: ' With proper validation this form constitutes an CITY OF LA QUINTA encroachment permit APPLICATION FOR. PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) "" w 0 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 II I DATE: January 14, 2000 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION Jefferson St. from lift station 455-12 near Home Depot, South to.Ave. 50 (Street address or Description of Location) PURPOSE OF CONSTRUCTION Install 18" sPwPr Sketch (attach construction plans if appropriate) fOrr,p— a -in— T DESCRIPTION OF CONSTRUCTION Install 18" 'Construction drawings on file sewer force main, valves, air vac, devices & relatea relateappurtenances under Coachella Valley Water 4IMENSION OF INSTALLATION OR REMO AL Approx. 7,716 District permit #3048 if along portions of Jefferson St. CVWb drairina # 24781-24791 SIZE OF EXCAVATION, IF rvEEDEp rox- feet wide by 6 feet deep (typical APPROXIMATE TIME WHEN WORK WILL BEGIN 2/1 /Q APPROXIMATE TIME OF COMPLETION ESTIMATED CONSTRUCTION COST $ 385 0 8(1fl nn (Including removal of all obstruction, materials, and debris, badtfilling, com- paction and placing permanent resurfacing and/or replacing improvements) In consideration of the granting of this permit, the applicant hereby agrees to: RECEIVED JAN 19 2000 PUBLIC WORKS Indemnity, -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 end arising out of any accident, loss or damage to persons or property happening or occurring as proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four 124) hours in advance of the time when work will be star I Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and a�Ons of the City of. Le Quints and to pay for any additional replacement necessary as the result of this work. ,/�\ **Duplicate to permit #3048** f Signatur cantor Agen 909 926- IFT-Pi aline En ineers, 30230 Los Ala Murri a, CA 92563 1885 Name of Applicant (please print) Business Address • Telephone No. IFT-Pipeline Engineers;Adolfo Dominguez same as above Name of Contractor and Job Foreman Business Address Telephone No. 763466 Contractor's License No. City Business License No. United Capitol Insurance Co. GLA1020298 Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit —Class III Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor Improvement Permit = Class IV: See attached schedule Inspection Fee $ S Permit Fee (ti` Penalty Cash Deposit -Surety Bond-- • •._ if required / p TOTAL: $ Z Receipt No. Received by Date 2774 PERMIT VALIDATION PERMIT NO. DATE APPROVED EXPIRATION DATE - DATE ISSUED By Administrative Authority Recorded by II Telephone: (619) 777.7075 'tQOl�a9Taods o�mnq>1Jnawm alwgllm Lldmmal llogo aoplagUe 1° ma '=R!tms Two ql!m Pelson oq Rego Pwq= oq 011010 GILL -imzrnv t.9'II Ott •oowp m to pm mmom pow pwross oq IMp mopOwlP 1111! 009 Jo oaastwot0 lgf!S 180NYtYgD moos •fapestp mOgm o1 mtojaal IMP UGU*M tmo0 LsA GAMa •owq Glwfwffs ngo;o (— ) ao po wid fatAsd •O'Y 1° saq— ZIT Z aq 11WW VqAvd PoOJ ! 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JO Doom og1 faunp aagwq JO 'PaT[ad• 'PN' =w st lasmoAsd f .P!X ST JI .'ssan PGAsd al mopwodo 119 -q al.pwn oq RwW Lpo laomdtabo pwp,nggng 'saogpAw°?1a taunt fmAsd oq1;Oalwd of saogo longs toggw tp A+ pma1. aq pW smffulmo M.-VOam TIY V* IMM pa*wpooms glya patty smpnvowas peAnd Las ao ommdo of pomwed oq ma MW laomdtn6G aowm mx+ fmLsppan pa-D +ixMWflDZ K0U3nXM00•.`JMAVMDY8L •:l{oN► faD+sls 01 loud oaA!mad og1 Lq pwr000 oq lino aotlesuoWro VOaS •uoaAa Luadwd fapings amg aotstmtod wnOow G0 sw>,eaiao:f stvM, agMI AM qo;oumsgJoLqUnYsMC Jo lgfu mulna rI d° LUO alglwA pmpgdmwn oq o1 IPA m!togm 1!mtad -a A LMU011d BLYAIM NO dXDMVOIDM :Lldds a ump pegs fmAwllo; oq,L SNOM&OIN'IAMM ON umtod}° Ved w OP1m pas a1 Pogaw on momAotd ptoodS p- ptoaoD f !mOUo; OI L R 11 COORDEVATE WORE: The proposed want shall be subordinated to any operation *Web the State of California of City of La Quintet may conduct in this area during the period of this permit Work shall be coordinated with the State or City of La Quanta farces to preclude delay or interference with Stan of City of L Qoiota projects. Ftn Prior 6 excavation or beginning of construction, all survey monuments which exist ae the rline of all streets or property lines when involved shall be completely tied out so they may readily and correctly be ced by a licensed civil engineer or surveyor at the expense of the permt tee. A complete act of autos 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 project clearance. ' R 13 PAVEMWr CUr nM. Pavement will be mechanically saw Out to a straight to a straight edge prior to excavadoo. Method of pavement cutting shall be approved through the office of the City Engineer.. (Under no circumstances shall excavating equipment be used to excavate prior to cutting of pavement.) Excavadoo material shall be placed in such a position = to best facilitate the general flow traffic. Prior to find paving operations, may damage to pavement straight edges shall be oorrocted. R14 LTM[P OF EXCAVATIONS: Excavations shall be limited to 1000 Ham feet of open trench before bactfn7l operations must begin. All excavations shall be properly barricaded with lights overnighI6 on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each caaa. -No excavation shall remain open for a period exceeding five (S) days. No excavation shall be made unless the o 1nwoation material is actually on the wart sits. RI-5 BACKFIM MA71RIAL: Baok80 man be free of brush, roots Or other organic substance detrimental to its use for purposes of producing an adequately consolidated backfill. Any material which The City of La Quints deems unsuitable (apeogy or saturated material) which is encountered during excavation man not be used for backflll, but oW be supplemented or replaced by an approved sand or growl. R16 BAC301M SAND: BwAdW shall be approved transit -oh sand or equivalent and shall be'placed in llft of not grater than three feet (37 and vibrated using vibrotamper or equivalent equipment Alternate methods may be substituted, but in any cue, a relative compaction of 95 percent mall be attained with the structural action of the roadway.. 1!<17 BACKFIIL PI.AGFMENl: Backflll span be applied. is layers of sot mare than SO percent of the total depth of the trench before flooding or a maximum of five•foot (5) lifts where trenches are of excessive deptbe. Care is to be exercised that the beckfill material is not subjected to extreme swell by flooding operation. Backflll material shall be placed so that the resulting compaction mall be not less than 90 percent or equivalent to the surrounding ground, whichever is the user oompantloo. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Wbere jetting is used, the jw mall be of sufftoieit length to reach me bottom of each layer and the water supply mall be oontimmus. Rif! COMPACTION TESTS: V so required by the inspector, compaction teas mall be made at intervals of ant more than 1000 feet and a minimum of one (1) Net on each road: One (1) copy of each tea mall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made a outlined in Section 6.3.01 of the Standard Specifications, Division of Higbways, State of California, dared Jamary 1973. R19 COMPACTION TESTS: If so required•by the inspector, compaction tow shill be merle for each crossing or service line. One (1) copy of each tea mall be forwarded to the.City Engineer for approval am filed prior to malting permanent repairs. Compaction tow mall be made a outlined in Section 6.3.01• of the Standard Specifications, Division of Ifighways, State of Cal'fornia, dated January 1973. R2 U RARY PAVEMM REPAMS: After completion of backflll and compaction operations, a temporary patch consisting of 2 inches of SC4W mall be pieced on a prepared subgrade. The SCOW temporary paving &ball be placed after a maximum of 3000 linear feet of trench has been excavated and backfdl operations completed, but in no can mail the placement of the temporary pavement exceed a five (S) day limit. R21 PERMAmwr PAVFAffidr REPAIR: After backfin and compaction have been oompleted, a temporary lamb consisting of two incbbs (21) of SC4W mall be placed immediately. A permanent patch of inches A.C. surfacing placed on a inch aim base mall be plaid no later than • days after completion of temporary road repair. R2.2 FOG SEAL A fog sesl cat consisting of an spoke dOO of asphaltic smuldoo dull be applied over all patch areas as determined by the City Engineer. R2 3 ffREEP RF,SPRIPING: Where sued striping b still visible on streets to be excavated, such striping shall be replaced upon completion of permanent repairs. IW TREE RELOCATION OR REMOVAL, Tree relocation within the City of IA Quinta toad right of way shall be accomplished by a licensed, hooded and insured tree service, and handled safely without ictsrferance or hazard to the traveling public. It mall be the respoodbility of the permittee to maintain fee tree in a vigorous growing condition at its new loca loo. Trees to be removed Ball be in sections which can be bandied safely without interference or hatnrd to highway U ffo. The entire width of the•tres stump shall be removed and disposed of so that no debris remains in view of the highway. The dump hole shall be backfilled slid thoroughly oompacted a specified in the following paragraph. When is bacon= necessary to restrict traffic, the work shall be restricted toOrneximum of SW feet at any one time. Adequate dgos, flagmon and at barricades shall be provided to protect the traveling public at all times. Lrge holes resulting from t w removal shall be baekfilled and compacted to not lest than 90 percent or equivalent to the surrounding ground, whichever Is the greater.compacdon as determined by the impact or field method. Compaction two shill comply with Section 63.01 of the Standard Specifications, Division of IRghways, State of California, dated January 1973. SPECIAL CONDITIONS --PERMIT NO. 3123 --- IFT - Pipeline Engineers --- 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. IFT - Pipeline Engineers, 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. 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 1st to April 30 May lst to September 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. Monday -Friday. 6:00 a.m to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. 5. Work performed within 500 feet of a signalized intersection is restricted between the hours of 9 a.m. - 3 p.m.. Traffic control shall be set up after 9.a.m. and removed -before 3 p.m. The Permittee shall contact the Riverside`Country Traffic Signal Maintenance Department at (909) 275-6894 if signal operation at the intersection is to be altered in any way. 6. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), Permittee shall assume responsibility for repair of any pavement damage to any public or private Street. and for any damage to other City streets or facilities as a result of work performed under this permit. 7. Pursuant to Section 14.16.250 of the La Quinta-Municipal Code (Ordinance 10 § 1 (part), "1982), advance warning signs and traffic control shall be installed and maintained in accordance with Cal Trans" Standards or"the Work Area Traffic Control Handbook (WATCH Manual). A traffic control plan, if required, shall be prepared in accordance with the WATCH Manual and submitted to the City for review and approval one (1) week prior to starting any construction. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Special Conditions - Permit No. 3123 Page 1 of 4 SPECIAL CONDITIONS --PERMIT NO. 3123 --- IFT - Pipeline Engineers --- 8. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum of one travel lane of paved surface shall be maintained with flagmen at all times. 9. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422- 4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. 10. Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. 11. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at an appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. Special Conditions - Permit No. 3123 Page 2 of 4 SPECIAL. CONDITIONS --PERMIT NO. 3123 --- IFT Pipeline Engineers --- 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. 12. All ;excavations within City.of La Quinta right-of-way shall be backfilled, and temporarily paved if within the existing travel way, at the end of every workday as.clirected 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, Periittee may leave a length of excavated trench, not to exceed twenty (20) feet in length, open overnight at a point, where construction will begin the next day, provided that this length of trench is completely covered by steel plating. 13. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 14. Access and egress to all local properties shall be maintained at all times. 15. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1, (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall .conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt .concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2. and 200-2.4 of the Standard Specifications for .Public Works Construction. The replaced pavement and base material shall be compacted _to 95% relative compaction and respectively tested, for each 300 linear feet.of trench. Verify exact structural replacement section thicknesses with the City prior to installation. Special Conditions - Permit No. 3123 Page 3 of 4 SPECIAL CONDITIONS --PERMIT NO. 3123 ---1FT - Pipeline Engineers --- C. Permanent pavement replacement shall be installed using a City approved V 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. For transverse trenches across improved streets, north of Highway 111, the existing pavement surface, three (3) feet on either side of the excavated trench, shall be cold -milled to a depth of 0.10', with a "butt" joint created along each edge of the cold -milled area, and a new 0.10' lift of t/2"'max medium asphalt concrete pavement overlay applied throughout the cold -milled area. E. For longitudinal trenches within improved streets, north of Highway 111, the existing pavement surface, through the lane width (within lane line striping); shall be cold -milled to a depth of 0.10', with a "butt" joint created along each edge of the cold -milled area, and a new 0.10' lift of/2" max medium asphalt concrete pavement overlay applied throughout the cold -milled area. F. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of 3/4" max medium asphalt concrete shall be installed from saw - cut edge to saw -cut edge flush -with the existing street surface. The base course lift of paving shall not be left 0.10' low in anticipation of grinding and capping. F. Any existing lane striping affected by this resurfacing shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal loops shall be removed and replaced in kind. The finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. 16. Permittee shall notify the City of La Quinta Public Works Department, a minimum of 48 hours prior to commencement of any construction at (760) 777-7075. 17. Permittee shall stabilize any soil that was disturbed (shoulder areas, etc.) as a result of work performed under this permit with an approved dust control treatment. 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 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. Stock pile shall not exceed 3' in total height from the existing surrounding area. 21. All work shall be coordinated with the City and its contractor. Please contact Mr. James Lindsey, Assistant Engineer, at (760) 777-7048 for project coordination. 22. The permittee shell submit `AS BUILT' drawing to the City within 5 working days after completion and acceptance of the work. Special Conditions - Permit No. 3123 Page 4 of 4