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2841 (3)following General and Special Provisions are attached to and made a part of Permit No. GENERAL PROVISIONS e:following shall always apply: 4ROACEMIENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quinta right of. Y �y.ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to :ure permission from abutting property. owners. Such authorization must be secured by the permittee prior.to starting work. tACKLAYING CONSTRUCTION EQUIPMENT: Cleated tracklaying construction equipment shall not be permitted to operate on y paved surface unless fitted with smooth -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to )tect the paving during excavations. Rubber -tired equipment only shall be used in backfill operations in paved areas-. If the existing vement is scarred, spalled, or broken during the term of this contract, or if the pavement is marred, City of La Quinta shall request it these portions of road be resurfaced over. their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C..' rfacing plus appropriate seal cost as specified above. LOTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the ty Engineer or La Quinta City_ Public Works inspectors. Suitable, detours and detour signs shall be placed and maintained for the ration of the project. The City shall be notified. 24, hours in advance of any traffic. detours or delineations.' j f' 1,RE OF DRAINAGE STRUCTURES: Any drainage structure including corrugated metal pipe, concrete pipe, steel culvert and ncrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes cessary to remove or cut. existing. drainage structures, City of La Quinta shall be notified prior to commencement,of this work. ,ainage structures and open drains shall be kept free of debris at all times for proper drainage. .GHT.OF WAY CLEANUP: Any surplus poaterial,iesulting frbm-excavation: and backfill operations shall -lie removed from the right way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after.backfill and compaction. ;isting gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed ior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and'shall be used ° .mediately after backfill. r. E-WATER OPERATIONS: If de- watering operations are required and pumps are forcing water on City of La Quinta roads, it. shall ' the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary.. LOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited cess for the adjoining property owners and emergency vehicles. , In the event it is felt by the permittee that he'must close a street for y length of time,.permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS following shall apply when indicated: NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 48 hours in advance of starting construction. UTILITY CLEARANCE: (Substructures) Prior to making any excavation 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. UT LM 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. PAVEMENT WIDENING: Area between the proposed conc to gutter line• and the existing road pavement shall be, surfaced : with _ inches of A.C. paving placed on Aches ofs"s !�!o aggregate subbase course• having an "R" value of not less than _D and in conformance with City, of La Quinta Road Improvement Standards and Specifications, Ordinance.#461. PARKWAY GRADING: Area between the property line -and top of.the proposed concrete curb shall be graded to a slope of 1/4 inch to one foot (1'). GRADE.- CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. .CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (_feet) shall be removed. .Curb and/or curb and'gutier 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. 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 2 1/2 inches of A.C. paving.placed on ( ) of class aggregate base. Driveway construction shall conform to attached drawing. SIGHT CLEARANCE:. Sight clearance,of 600 feet in all directions shall be assured and maintained at all times. SOIL STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with the, manufacturer's specifications. 11 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 of City of La Quinta projects. 12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when involved shall be completely tied out so they may readily and correctly be replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper project clearance. ( PAVEMENT CUTTING: Pavement will be mechanically saw cut to' a straight to a straight edge prior to excavation. Meth of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting of pavement.) Excavation material shall be placed in such a position as to bes facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. 4 LIMH O XCAV TIONS: Excavations shall be limited to 1000 linear feet of open trench before backfill operations mus begin. All cav ons shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling pub ' The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation remain open for a period exceeding five (5) days. No excavation shall be made unless the, construction material ' actu on the work site. X BACKF LLCequately Backfill shall be free of brush, roots or other organic substance detrimental to its use for purpose of producing consolidated backfill. Any material which the City of La Quinta deems unsuitable (spongy or saturated m riis encountered during excavation shall not be used for backfill, but shall be supplemented or replacby an ap ovedavel. 6 BACKFII. S Backfill shall be approved transit -mix sand or equivalent and shall be'placed in lifts of not greater than three feet (3') d vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but in any casi a relative c p tion of 95 percent shall be attained with the structural section of the roadway. BAC L PLACEMENT: Backfill shall be applied, in layers of not more than 50 percent of the total depth of the trench before flo ing or maximum of five-foot (5') lifts where trenches are of excessive depths. Care is to be exercised that the backfill mat i s not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resultir compaction s be not less than 90 percent or equivalent to the surrounding ground, whichever is the greater compaction. Where po ing or oding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetti s used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuous Rl COMPACTION TESTS: If so required by the inspector, compaction tests shall be made at intervals of not more than 1000 feet and a minimum of one (1) test on each road. One (1) copy of each 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 Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. 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 Section 6.3.01 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 2 inches of SC-800 shall be placed on a prepared subgrade. The SC-800 temporary paving shall be placed after maximum of 3000 linear feet of trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day, limit. R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been ompleted; a temporary patch consisting o tkv,p (2") of SC-800 shall be placed immediately. A permanent patch of 1 inches A.C. surfacing placed on a inch41ass g2211 base shall be placed no later than -7days after completion of temporary road repair. 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 streets to be excavated, such striping shall be replaced 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 travelil public. It shall be the responsibility of the permittee to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump shall be removed and disposed of so that no debris remains in view of the highway. The stum hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where is becomes necessary to restrict traffic, the work shall be restricted to a maximum of 500 feet at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than 90 percent or equivalent to the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. SPECIAL CONDITIONS --PERMIT NO.2841 " --- KSL Land H Corporation --- ` - Fe In addition to the'standard permit conditions, the following shall apply: ' 1 ` Pursuant to Section 14.16.320 of the La Qumta Municipal Code (Ordinance 10 § 1 (part);' T 982); 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. KSL Land H Corporation, hereinafter referred to as "Permittee", shall be responsible for. providing continuous dust and erosion control.. 1� 3. , Streets shall be kept clean. They shall be completely cleaned at the'end.of each working day'an& R �' :more frequently if required. - s 4. ti Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, -I982), throughout the work -site, ,the `Permittee shall comply. with City regulated work hours. Operation_ acid ' 3 maintenance of equipment within one=half mile of human occupancy shall be performed only during • the following time periods: October l st to April 30:, Monday -Friday 7:00 a.m: to 5:30 'p.m., Saturday ' 8:00 a.m.'to 5.:00 P.M. May 1st.to September 30: Monday -Friday: 6:00 a.m to 7:00 P.M. 'Saturday' 8'OO a.m. to 5:00 p.m. 1' ' Work shall, be prohibite'd'on legal holidays and Sundays. 5. - Work performed within•.500 feet of a major and/or 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;. They - "• Permittee shall contact the Riverside Country Traffic Signal Maintenance Department. at (90.9) 275= y Y 6894 if signal operation.at the intersection. is to be altered in any way. r 6. Pursuant to Section 14.16.110 of the •La Quinta Municipal Code (Ordinance 10 § 1,(pa i), 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 performedunder this Permit. - .7.- Pursuant'to,Section 14.16..250 of the La Quinta Municipal,Code'(Ordiriance 10 § 1 (part); 1982),- £ advance warning signs and traffic control shall be installed and maintained in accordance with Cal s 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 an submitted -to the " s. City for review and approval one (1) week prior . to starting any. construction: ­ It shall be the ts. Permittee's responsibility to appropriately detour and'bafricade,all construction sites. " . Special Conditions Permit No. 2841 Page 1 of 3 SPECIAL CONDITIONS --PERMIT NO: 2841 --- KSL Land H Corporation 8. Pursuantlo Section,14.16.290 of the La. 'uirita°Municipal Code (Ordinance 10 § 1 (part);Y1982), --� ` street closures, shall, not be permitted. A minimum' of one travel lane of paved surface shall be f maintained with flagmen at all times: ' 9 Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422`'ax ' 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, ' r irrigation lines, electrical conduits, and storm drain' facilities. k • ; -10.- Should additional work,'. materials, or modifications of the work be requued'in order to meet City t ' 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 ofLa Quinta. • 11. , -Pursuant to Section 14.16.370,of the La Quinta Municipal Code (Ordinance 10:§ 1 (part), 1982), . > backfill compaction within street righfs-of-way"shall conform•with Section 306-1:3,6f the latest edition of the Standard Specifications For Public Works Construction (SSPWC), and as required by'-, '' t the Public Works Department. Backfill shall be completed in lifts, not to exceed F, compacted to : " 90% minimum relative. compaction. Native material may be used, provided the material is"suitable" d . Y for use as backfill after construction operations. Controlled Density -Fill (C.F.) may be used as ari; ` . alternative. " ! 12. :' All excavations within City of La Quinta right -of --,way shall be backfilled,;and temporarily paved if,, - within the existing travel way, at the end of every workday; as directed.by and to the satisfaction of"'. Y the'City Engineer for the protection of the public.- Lengths of open trench shall not " eatl exceed a ' tY g P P In Y that which'can not be backfilled in the same.Y da . Excavated trenches shall not be allowed open p overnight, however, Permittee may leave a length of excavated tre'nch,'not to exceed twenty (20) feet, ' r• a '''in length, open overnight at a point where construction will begin the next day;,provided that this' h .. lengtof trench is completely covered by steel plating. ; 13. All landscaping-, irrigation, decorative rock,. decorative concrete, lighting, etc., shall 'be' replaced to-,, L. 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 shall be replaced as follows: X `. ' ti "'. -, •: �: ' a) Sawcut and'remove existing a.c. surfaces a distance of one foot (P) beyond all trench walls, including any sloughing or cave in of adjacent soils. Undermined a.c. surfaces•"shall' be ' . removed. All a.c. edges shall be:straight, clean and•vertical. b); - Provide an existing sectiod(four-and-one-half inches [42"]minimum) of crushed aggregate or miscellaneous base material, compacted to 95% minimum relative compaction. ' Special Conditions - Permit No. 2841 ` Page 2 'of 3 { . �: ` c:- tip. *. . • • • . ,, ..� " • - ;' .. , . ,. • z � PEST N � fi ` `,:, �, 5incINS--. n SpEC1AL C© and Coxpoxatio ` ; iun] Of asphalt Gon�C, inches (`l) 'materaa four 'our a. ftnal G. O one inch (l n=) ° f abase c 4000 � the a �exis�mg section plus st 1ift(s) Coil eenbo�k class B' ``desigL?, r"eetmg th fix ents of � mix,.. flush "wi provide an> . .the ved ore lifts . ,nrem apex° 4 all.be `� F Or m the le , Of a City , _ es sh • m two (2).. me. a.c. material avemerit edg ° nlxnimurnrelative� ; roved n?ix design, ear g Co Se -�,g 4000 r X11 p a ted to 9 f0 in c C comp and a:c ,prove coxnplsed of eeabook class . rnatexial shall be d , . a.gTin ' a requirements of aces Each lift of a.c ti �eieeY shall perfo a ement seGified t 4 F 5 t . adjacent a c s Z' vJidth, the P. to paverrient replace , �, paction• '- eater than °feet et) ,) in additiont .4J ` ' complete grinding . For trenchese ee feet ( may require to the d) of 0:10' a�pth for ri and Autxty' he ° diiectron Q? and inaY be '. overlay. on l°catio . ving, .at, t Sealu'g' - x above. e ending up . al and xepa , such as slur?y Englneex ch �Uts, d p, ov facing, the City.;+, L ti Nlulfiple txen _ halt con�ret er alternative Sufficing, txon and d y 010depth asp Engineer a eomeOvmer' s pssocia E: Y Y: 48 :hours an on Of the Ci the approprito 1 t a mrnimu :�, a " satisfacti . dneGtion Of Departmen 5� t , ov d at the l• W orks> �,: r j q %apex e Uinta pub xc �,� '10'15. x a(2. ,. 44. E Awoxk -•- e C•ty of on at (160) ;, «� r ult of . ; � a es e hall notify. . o f n eonstructi areas,, 6 permitt e S en ement a y ti bed (shoulder ` c \ r l to comet s distur atrnent•' _ prior ze any soil. that -was, _ d dust control tre r ' 1982) the City.: s ve .µ e shall wstabili _ it with, an apprO y ance 10 § 1)� streets (i e streets " pernmitt e , under this perm uc>icipal C°de`(Cxd t fox reS icted imit inay use a perform ; . - LauintaNl The weight liml . the,eight , ecifically of the Routes ,. eeding it Sp r Chapterl2.Sb' , is asTr"GkRotolls" trucks ere Ox:if..this pexn?; ent to . ee Pros t ated' city str elwork) ee (3) on.the subleGt Street, rials 'Penn,. equipm - r ` 18: certain �s tbx � has design ck Route n ox pickup.e structiori m �n` not pa t 0 . the T ru making a delivery deliver str et con `' :: it -at any time , cted street if , the street to �T . void this •perm , rests pennissiOn to use t to revoke suspend px x the' a Qu�tagesOrt� gx eSexves the ;nigh base & paving at T' City o f La Quanta r . der, sidewalk, b i �ry Nation Of curb& g'� .4_ lY: r�pS, lyaSta t• M. - F 3 _ t ' d'♦ q"i• •'' ! .. M1 J^ {', it au. O V • . 4� - Y — ♦ 'F_ �t ,. , Q This term :1 -2 and -3 •' . r `. ` °"-Tract 28545 ,' ' n, . �i � .. - - y' •t.' ',x' a ? v �, i ♦ Page 3 °f 3 • f ..p. , • .- r . '. n ' January 20,21999 AMENDME_ NT #1. Y t0 , .. PERMIT #2841 l .. A.. Permit Ap licant: 4 KSL Land II Corporation �� { Date'of Permit Issuance: 10/28/98 Project: ' r Tract 28545 La Quinta Resorts d -t� t'Y ± r Lo ation:. West of La Quinta Hotel,.. ) .:�� •Sf `r " y Pursuant to the Applicant's request to authorize alternative construction'techniques related to certain street improvements authorized 'for construction under this permit, the City hereby authorizes the alternative construction methods and techniques as stated in this. ,: ' , permit amendment. r', The need for'an�altemative'construction methodrelated to the new,pavement on Avenida -` L Obre on from .Avenida Fernando to Vista Flora emanates from the fact this articular -;• street'segment is the only access route. to and'from the project area`and is'a so-a`key,' ` x access route for ongoing hotel operations including guest access. As a result, there is a need to install a4ully'paved street to minimize the "construction zone" impact that an unpaved, or. partially L complete, roadway has on 'hotel operations, and a' key guest attraction aspect of. the hotel --- its serene ambiance. _ ;;; J Pursuant to the need 'to. minimize 'construction ,zone impact, 'the City authorized the Applicant several :weeks ago to install the�base course.of AC'pavement prior to completing w underground utility work. Since that time, the newly installed base pavement course,has been cut in several locations to continue underground utility work and additional pavement, cuts,are expected in•the future, perhaps several months into the future, as subsequent i phases of the residential development are constructed. Due to the difficult circumstances. - resulting from ongoing construction traffic use and concurrent `underground utiltity construction, the Applicant 1.has found it difficult to construct and complete a structurally sound base course -that meets City specifications in the subject'street segment. a Therefore,.the Applicant has requested, authorization to install the final course of AC,. , , pavement to give the street a finished look in spite, of the'fact there are several locations It' f , Y Page 1 of 2 w I r' - L January 20, 1999 -where the base course is structurally deficient: The City has agreed that it is in'the best ':"mutual interest of-il a City and the Application to authorize installation of a temporary final ' r. course of AC pavement within the subject street:. segment pursuant the followin9--­ conditions: 1) The entire second course of, AC pavement -,on Avenida Obregon between Avenida-,.'.` -. t` • . Fernando�and, •Vista Flora is considered "temporary" and will be ground -off in the y future when all knownutilityconnections requiring pavements cuts have .been completed. 14 .',2) After the upper course of pavement,is ground -off, City inspection staff will identify"- a; all locations where the base pavement course has structurally failed, and -,.the' ' Applicant will remove -and•replace the failed pavement.. 3J° The Applicant will.install a new upper course of AC paveme nt after the failed i. pavem ent locations in the base AC pavem ent course have been repaired...; ., �.. p .Pr� 4) The City will not release any infrastructure bonds for Tract 28545 until the.street i provements authorized by this Amendment; along with satisfactory completion of ' II other infrastructure improvements related this tract have been completed-_ CITY UTHOM DATE " APPLICANT CONCURRENC DA y w � - yf1 " -. ,-, '- ' • G.' ' _ • 4 -J ri ^ ,r - . 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