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2772 (2),• i 1DcaKZL.:Yi �. � � . � . ;XIVOTE:'f With props alidation this form'constitutes an encroachment permit t CITY OF. LA .gUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) t rFohe construction of public or private curbs, driveways; pavements, sidewalks, parking lots, sewers, water mains ,,,and other like publicrworks improvements in connection with MINOR IMPROVEMENTS ardWAPPROVED SUBDIVISIONS aubolvislon Improvement Permit = Class II I DATE: 1%11*111> J998-- Minor.lmprovement Permit Class -IV LOCATION OF CONSTRUCTION L4 Quinta R000rt O Club--- Traci 28565 r r ,(Street address or Description of Location) _ •.';PURPOSE OF..CONST.RUCTION Sketch (attach construction plans if appropriate) 'DESCRIPTIONOF CONSTRUCTION VEIV--dtt 00VOL iin86,i On--ditO '868 Attt3GhQd CO Lti _az�+ a#td1"Cs�dx;�rir : Y ' DIMENSION OF_INSTALLATION OR,REMOVAL' 800 I0�.t11]VOSOWa�: 4 ns aai'; ,. .F• `n ��.w�� � �• �,, �• } or, gyp yyyaorm i w:u +, Fn r .' -ar• % f .,.$.. .'4 + "FOM �A�T'NAT. ::MM-jo :SZOFEXCAVATION,F NEEDED ey�+4 AL Olt "M ay V &A ,QvJMw APPROXIMATE TIME WHEN WORK WI LL BEGIN 8131W ' Tbla "Tat to V*I 'APPROXIMATE TIME OF COMPLETION i1iUk40ytl Omittix + R ' d � ?! AtO ESTIMATED CONSTRUCTION COST ­S_ 732.648*67 Iinn>ttiit', `(Includir g removal, of all'obstruction,•materials, and debris, backfilling, com- ate CttOdC' 1!t>rG► 3 ttt3 , b0. yPaction and placing Permanent resuHacing and/or re l . acing .im rovements) Authorized by alikM'k lt�•1be�►Zt�.�}' `" p ( t- In consideration of the granting of this permit,¢f%gthe applicant hereby •agrees to: Indemnify, defend and save the City, its authorized agents, officersfrepresentatives and employees, harmless from and against any and;all penalties, liabilities or loss resulting from clams or court action and arising out of .any accident, loss or.damageto'persons 'or property,,.' ,Happening or occurring as a,proximate result of any work undertaken under the permit granted pursuant to this application. r, '-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 regulations of the City of La Quinta and to pay for any additional iepiacement necessary'as the result•of this work.' ' +' arT s a ritw.ba �. 't - •� •' • . 'i,!,.,� � y� f • �Sigriature of Applicant or Agent Cor0roation, $6140 PGA130ulavaie4s 92253, (760)'r.$ 64 108 a..."= Name; of. Applicant (please print) Business Address ' 'Telephone'No: .i . �•., f3'. 8 ttt OAC$_ OtftCtjA11� Plor* BOX 9031, CoOCiiol3AR CifR 02236,, 00). �47-2291 ' Name of, Contractor and Job,ForeB man `u"siness Address'` Telephone N-" 1'72092' h, . `fY '•• •t •. ,I , . . ti. .. . %�a� i��i�,. ^t . Contractor's License No: City Business License ) Applicant's;Insurance Company. Policy Number, +FEES: Subdivision Improvement Permit — Class IIIAUG- 0.:3 1998 , ' .4s Public improvements: 3% of estimated construction costs ` Private improvements: 3% of estimated construction'costs• aITY OF LA QUINT 40 Minor Improvement Permit — Class IV: See attached schedule Inspection Fee $ 22'585'46 ,PERMIT VALIDATION Permit Fee 100.00 2772 f PERMIT,NO. ti' F' Hens alt y Pian .Cheek Dep. (7,500.00) 7/31(98 ` f xCash%D'epos`i•t=Suxety;B©ndi DATE APPROVED As-Sui.l.t D -nA. l AQ00.01r1 EXPIRATION DATE 7/31/99 TOTAL: $16,185.46 7/31/98 DATE ISSUED Receipt No. "''�%�i� R�7�act� 4-�!�'!•�C.. By Received by Date Administrative Authority Recorded by II Telephone: (619) 777-7075 EXHIBIT "B" OFFSITES - LA QUINTA RESORT HOMES SEWER, WATER, STORM DRAIN 1-02-999-003 1-02-999-004 1-02-999-017 PAYMENT SCHEDULE SEWER, WATER, STORM DRAIN CONTRACT PRICE: $1,047,209.69 KSL DEVELOPMENT CORP. CONTRACT AGREEMENT # 2501 DATE: July 17, 1998 JOB COST: 460-21-28545 DESCRIPTION Qty. LIM Total Grand Total Cost Code 0 0 Completion Retention Sewer - Private 8" V.C.P. -/if 1,718 $20.70 $35,562.60 4" vcp Lats. - /if 754 34.83 26,261.82 48" Manholes - ea 13 1,482.50 19,272.50 Cleanouts - ea 6 312.50 1,875.00 $82,971.92 1-02-999-003 $74,674.73 $8,297.19 Sewer - CM.W.D. 8" V.C.P. - /if 2,305 31.77 73,229.85 48" Manholes - ea 13 1,482.00 19,266.00 Cleanouts - ea 5 375.00 1,875.00 Remove Plug - ea 1 6.25 6.25 Remove 8" V.C.P.- /If 45 27.78 1,250.10 4" V.C.P. - /If 306 60.60 18,543.60 114,170.80 1-02-999-003 53.72 Water 8" dip - /if (restrainedjnt/siphon 3,530 30.98 109,359.40 under utilities) 6" dip - /If (restrained jnt/siphon 197 28.78 5,669.66 under utilites) Fire Hyd.-wet brl - ea 12 3,217.30 38,607.60 1" service - ea 82 313.17 25,679.94 2" service - ea 1 873.62 873.62 180,190.22 1-02-999-004 16 0 1 , 2 Storm Drain 60" RCP - /if 689 240.42 165,649.38 48" HDPE - /if 360 140.52 50,587.20 42" HDPE - /If 483 107.93 52,130.19 36" HDPE - /if 1,101 77.53 85,360.53 30" HDPE - /if 202 96.88 19,973.76 24" HDPE - /If 846 73.62 62,282.52 18" HDPE - /If 361 88.63 31,995.43 MN #4 ACFCD STD 254 - ea 9 4,876.57 43,889.13 Local Depres. STD 251 & CB - 38 2,741.59 104,180.42 MH #1 RDFCD STD 251 8 3,470.86 27,766.88 Outlet 1 23,661.31 23,661.31 12" Preforated PVC 10 60.00 600.00 Geotex 7,500 0.241 1,800.00 669,876.751-02-999-017 602,889.08 66,987.68 Alternate Rock / per ton FIELD MEASURE $18.85 PER TON $1,047,209.69 $1,047,209.69 $942,488.72 $104,720.97 $1,047,209.69 t�l Phslconc Sewer,Water,Storm r �j� i �� Z �tilo� Printed 7/21/98 8:06 AM Page t of 2 l� .. r f The following Generai acid Special Provisions are attached to and made a pan'of Permit No. GENERAL PROVISIONS • + r - , Jhe followingshall always apply: k. M 4ENROACEMbWF ON PRIVATE PROPERTY This permit authorizes work to be accomplished within City of La Quints right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to w. e,, ;acute permission from abutting property owners: Such authorization must be'secured by the permittee prior to starting work.`' TRACKLAYING CONSTRUCTION EQUIPMENT: Cleated tracklaying construction equipment sAil not be permitted to operate on- •, , any paved surface unless fitted-with sm_ooth,-faced street pads.'•All mechanical outriggers shall be fitted with rubber street shoes [o ,f pro the avin durin excavations: Rubber-tired a ui ment only y shall, be used in backfill operations in paved areas: If the existin P P, B. B 9. P .. y B n W. pavement is scarred, spalled, or broken during the term of this contract, or if'the pavement is marred, City of La Qumia shall request w Ghat these portions ofd be'resurtaced over their entire width. Resurtif road shall consist oone coat of two inches (2') of A.C. ~4 r surfacing plus appropriate seal cost as;specified above. t ' PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as. deemed necessary by the t City Engineer or La Quints City Public Works'inspectors. Suitable detours and detour signs'shail be placed and maintained for the `'r y .f • r.t duration the project.' The City shall be uotified 24'hours iii advance of any'tr'affic detours or delineations. . • - CARE OF DRAINAGE STRUCTURES: 'Any drainage structure including corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind: In the event it becomes ., < necessary to remove or cuoexisting'drainage structures, City of La Quinta shall be notified prior to commencement of, this work. Drainage structures slid opeti drains sAll 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. N Eiiisting gutter line and drsinage`ditches'shall be replaced to their original standard or better., All exceas material shall be removed. e prior to paving. Water tanker shall be used,�a required, to. . -.., �, • , P P B• ;_ q sprinkle the job site to keep down dust, conditiona and shall be used - immediately atter backfill. ' `-DE-WATER OPERATIONS: If de- watering operations are required and 'pumps are forcing, water on City of La Quints road;, it shall , {� be the responsibility'of the, permittee (contractor) to control this water and to provide off-street_ barricadeawb en n? y s CLOSING STREETS: No streeet shall be closed. 'A minimum of one laiiii of traffic shall be maintained at ail 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. ,� * ;A t• = " SPECIAL PROVISIONS + t t The following shall apply when Indic aced y'" RT', , NOTIFICATION: Permittee shall notify, the City at (619)777-7075 at least 48-hours in advance, "f tttattiag construction.' ti ' t R2 TTTMITY CLEARANCEe (Substructures) Prior to malting any excavation within'the City of La Quintatight of way y 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. _ • ffi -•� +� C_ +, . '� a c"R3 - UTILITY CI.EARANCI«' (Surface Strucnlres)�Nowarlc shell•be doneunder this peimit•until all utilities aro clear of the c `M• r proposed work site. The permittee shall notify all concerned utility companies of the proposed'work. i ' y � R4 / PAVEMENT WIDENING:'. Area between the proposed concrete gutter line and the existing road pavement shall be surfaced ' with inches of A.C: paving placed on inches of class r- ' i• . 4 . -..; -.a, r. - ' - e �. • - - aggregate subbase, course having a_n,.'R_' value of not less than and in conformance with City: of U'Quinta Road Improvement Standards and Specifications, Ordinance X461.' r RS 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 w) :}` + r t R6 " GRADE (SCK[ NG: 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 aid/or curb and gutter (_� feet) shall be ' removed. Curb and/or curb and,gutter shall be aaw'cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall°be constructed in conformance with City of La Quinta Standard X207. ' RSDRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern: Surfacing between the property'' line and the existing roadpavtng slialiiti 2 1/2 inches of A.C: paving placedon) of class aggregate base.. •, • Driveway,consintctiou shall"conform tri attached drawing. i . R9 SIGHT.' CLEARANCE: Sight- clearance of 600 feet is ail directions shall be assured and ma. ntained•at all times., s R10 SOIL'SIERIIJZER: The.area to be. surfaced shall be treated with soil sterilizer. Rate of application shall commply with the manufacturer's specifications.'' t' t Rl l 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. R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, ail survev monuments which exist on the centerline of all streets or property lines when invoived 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. R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight 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 of 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 1000 linear feet 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. RIS BACKFILL MATERIAL: Backfill shall 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 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 in lifts of not greater than three feet (3') and vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but in any case. a relative compaction of 95 percent shall be attained with the structural section of the roadway. R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than 50 percent of the total depth of the trench before flooding or a maximum of five-foot (51 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 be not less than 90 percent or equivalent to the surrounding ground, whichever ig 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 continuous. R18 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 ( l) 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. 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 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 a 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 PAVIII1EYT REPAII2: 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 inches A.C. surfacing placed on a inch class base shall be placed no later than 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 RFSTRIPING: Where street striping is still visible on streets to be excavated, such striping shall be replaced upon completion of permanent repairs. RIA 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 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 stump 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 shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. �. ,? � , � .� '' ,�- � R ': � �" . r, .. •'',� • .. a ... F n r : '`l ,SPECIAL CONDITIONS `=PERMIT NO. 2772 t , • , '� -- KSL Land Corporation In-aadition' to theataridard permit conditions, the following shall apply, . [ 1Pursuant to Section 14.16.3 20 of the La'QuintaMunicipal, Code (Ordinance-,10 § 1• (part);,4982), all . work•shall be performed-in accordance with..the" latest edition of the Staridar'd-Specifications'For'� ► Public Works Construction (SSPWC) and as'directed by and to the satisfaction of the City Engineer. 2. KSL Land Corporation, hereinaffter:referred to as'`Term ttee", shall` be responsible for pr`ovidirig ' " continuous`dust and erosion control.. - , . .h . "74 3. Streets shall be kept clean: They shall`be, completely cleaned at the end of.each working'day and more frequently if required t •,t .Fh!• - .. .. ^ Ali a. .- •.i �•1 a� � ` , 4 • Pursuant to Sebtion 6.08.05.0 of the La Quinta Municipal Code (OrdinYance'18 § rl;.'l982); throughout the work site, the Perniittee.;shall comply with City r, regulate& work 'hours. .Ooeraiion"and s. maintenance of equipment,within one-half mile of human occupancy: shall be performed only during thefollowing time' periods: «t' ,,October,l st t' April 30: K • wMonday=Friday 7:00 a.m. to 5:30 p.m. a Saturday 8:00 a.m. to 5:00,P.m. :, -� t • , Y May 1 st to September 30: Monday-Friday:". 6:00,a.m' to 7:00 P.M:, r. .., . r- .4 :»; �., ,.Saturday,.-_v. _ 8:00'a.m. to>5:00 p:m. . Work shall be prohibited on -legal holidays,and-Sundays:. Work performed'within 500'feet of a mayor.'and/or signalized intersection is restricted between the' ' • ' hours of 9 a.m.,- 3 p:m. -Traffic„control.shall beset up after 9.a.m and removed before 3:p.m - The' - ' Permittee shall contact the "Riverside Country Traffic Signal Maintenance Department at (909) 275-1. ,. •6894 if signal operation at the intersection.is to°be altered in any way, 6., Pursuant,to Section 14.16.110, of the;La QuintaM4mcipal Code (Ordinance-l0 § 1 (part),t1982),. ��.. V Permittee shall assume responsibility'for repair of any pavement damage to any public or.private y street and for. any damage to, other City, streets or facilities, as a result of work performed under.this. permit. ' In addition, the permittee shall arrange for.temporary re-routing of mail service, if required, n , as a result-of constructionwithin`Calle.Quintana or other areas which disrupt regular "mail service. ti 7: .•Pursuant to Section.14.16.250 of the La.Quinta MunicipalCode (Or"dinarice 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 Controfffandbook (WATCH Manual) A traffic.control . rt -`plan, if required; shall be prepared in accordance with the WATCH Manual and submitted to the City, :•t �•, - • for review and approval. one (1)'week prior-to starting any, construction. 1t',shall be-the Permittee's L responsibiiity,to appropriately detour and-barricade all, constructior sites Special Conditions - Permit No. 2771 • ' - ; .,,Page' I of 3 . SPECIAL CONDITIONS --PERMIT NO. 2772 --- KSL Land Corporation --- - The permittee is further conditioned to access the construction site from Avenida Obregon; all construction traffic shall enter from Eisenhower Drive at Avenida Fernando to the project site. When construction occurs off-site (i.e., Camino Quintana or Calle Mazatlan) construction activity and traffic is limited to areas immediately adjacent to the work areas. No construction traffic shall proceed past the work areas into other private streets within the Santa Rosa Cove. 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), and as required by the Public Works Department. Backfill shall be completed in lifts, not to exceed 8", unless otherwise demonstrated to the satisfaction of the City Engineer, compacted to 90% minimum relative compaction. Native material may be used, provided the material is suitable for use as backfill after construction operations. Controlled Density Fill (C.D.F.) may be used as an alternative. An approved bedding material shall be used within the pipe zone, and compaction shall reach 95% minimum relative compaction within the top 6" of the subgrade. 12. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if within the existing travel way, at the end of every workday as directed by and to the satisfaction of the City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight, however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length, open overnight at a point where construction will begin the next day, provided that this length of trench is completely covered by steel plating. 13. All landscaping, irrigation; decorativerock, 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. Special Conditions - Permit No. 2771 Page 2 of 3 9J - SPECIAL CONDITIONS --PERMIT NO. 2772, KSL Land,Corporation 15 Pursuant to Section 14.16'375'of the La Quints Municipal Code,(Ord iriance 10 § 1 (part), 1982), permanent pavement replacement shall. ber completed' no later, than 'seven, (7)' days after the completion of the work. Permanent pavement shall be replaced as,.follows:a •. ,`' • �= a)' Sawcut' and remove, existing a.c. -'surface's a minimum distance of,, one. foot (1') .beyond all y trencH walls, including any sloughing.or cave in of adjacent soils. Undermined a.c: surfaces «' shall be removedLAll a.c."edges shall'tie straight, clean and vertical: - •b) Provide an`existing section (four -and -one-half inches [4Y2".] minimum) of crushed aggiegatejW ' or miscellaneous -base material, compacted'to:95% minimum relative compaction: ' c)` Provide one inch:Y(12)_ greater thickness of existing- asphalt concrete '(four (four,, •[4','] tim) in a minimum of two (2) lifts; the- first lift' comprised'of a base course a.c. material,' minim of a City approved mix design,• meeting the,requirements of Greenbook class'B-AR=4000; the final 0.10' lift comprised wof:a wearing .course a."c: material; of a City, approved mix design, a r r meeting the requirements of Greenbook class C2 -AR -4000. All pavement edges shalt be flush • with adjacent a.c. surfaces. Each lift of a.c: material shall -be cmpactedto 95% minimum _ relative compaction. 4{ • r r ,', � .. • � - a 1 � ,; i . - s. k, ...*.' .••r .' d) ,. Additional paving requirements; including addrtiorial;grinding and overlay; may be required `depending upon-anthe size of the trenchd,itsIocation and layout (i:e.•longitudinally or laterally f r „excavated). Refer'to the improvement plans for specific grinding and overlay requirements. 16. 'Permittee shall notify the City'of-LiQuinta?ublic Works Department a minimu1.m of 48 hours I.�, ` prior to commencement of any construction.,at (760) 777-7075.41 '' . 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,Quinfa Municipal Code (Ordinance 10-§ 1 (part), 1982) the City ." has designated certaiin 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 Arucks exceeding the weight.limit may .use a • ,restricted street if making'a'delivery or pickup on the subject street, or if this=permit specifically ►:" j" *_grants permission to:use'the street to deliver'street on materials and/or equipment. 19. -Y All construction supplies, materials, equipment, and'other items shall be stored in an -appropriate • " facility on-site; within the`project•site (KSL'property):. No materials shall be stored off site on _ adjacent private propertiesorstreets: r . 20.' -The City -of La Quints reserves the right to revoke,' suspend or void this permit at any time. • `+ ' . e _ 251. ,This permit authorizes construction,of private `sewer liries'and storm drain improvements ONLY, for r : the La Quirita Resort, Tract 28545-1, =2, and -3. as shown on the plans, titled "Grading; Paving; and Drainage Plan,'Tract No. 28545; La Quinta Resort & Club," by NMS,7/28/98. •N a, Special Conditions - Permit No. 2771 `' . Page 3 of 3 `,