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2703rl 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 DATE: January 16, 1998 Subdivision Improvement Permit — Class III Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION La Quints Self Stormite 46-600 Adma Street (Street address or Description of Location) PURPOSE OF CONSTRUCTION Install and maintain a Sketch (attach construction plans if appropriate) four ismer (4") houas lateral for never service DESCRIPTION OF CONSTRUCTION SIE ATTACIMD CONDITIONS DIMENSION OF INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED APPROXIMATETIME WHEN WORK WILL BEGIN APPROXIMATE TIME OF COMPLETION Ninety (90) days ESTIMATED CONSTRUCTION COST $ 2.100,00 (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started. 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 replacement necessary as the result of this work. re of Applicant or Agent Coe.Gheell,a Vallev Water District P.O. Box 1038 C"cbellA, CA (760) 398 -►2651 -Name of Applicant (please print) Business Address Telephone No. r- ame Name of Contractor and Job Foreman Business Address Telephone No. Contractor's License No. City Business License No. 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 $ Permit Fee 0 Penalty Cash Deposit -Surety Bond if required TOTAL: $ O Receipt No. Received by Date Recorded by PERMIT NO. 2703 PERMIT VALIDATION 2703 DATE APPROVED 1/16/98 EXPIRATION DATE 7/28/98 DATE ISSUED ��•5 q& B y LPAA Administrative Authority _Telephone: (619) 777-7075 r CITY OF LA QlJIIN'd'A JAN 1 21998 NOTE: PUBLIC WORKS With Proper validation this form constitutes anCITY OF LA QUINTA encroachment permit APPLICATION .FOR PERMIT PUBLIC WORKS R.K.S. CONSTRUCTION (ENCROACHME11T1 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; i Minor Improvement Permit Class IV LOCATION OF CO STRUCTION U 1" 60' A oAm" • LZ) -r.. TRACT: L 6?- 5 GA-_Gi-roe"f (Street address or Description of Location) t ' PURPOSE OF CONSTRUCTION IA15TALL AMB fTMAINTAI1\I A FID(1R Sketch tattach construction plans if appropriate) I NCH ('f" i 1•-10113E LA7F_1ZAL TO 1Z =QWF_IZ ScfZUICE : DESCRIPTION OF CONSTRUCTION , DIMENSION OF INSTALLATION OR REMOVAL � s SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN ' APPROXIMATE TIME OF COMPLETION NINE -TY L90) DAYS ESTIMATED CONSTRUCTION COSTS EJ00-20 (Including removal of ail.obitruction, materials, and debris, backfilling, com : paction and placing permanent resurfacing and/or . replacing Improvements).. i 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, harmles'from -and against any and a. penalties, liabilities."or loss resulting from claims or court action and arising out of any accident, loss or damage to persons*or piouertt 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) houm in advance of the ume when work will- be started. Comply with all applicable Gty'Ordinances; the terms and conditions of the.perm�t and all applicable rules and regulations of the City o. La Quinta ana to pay for any additional replacement necessary as the, result of this work.. Z Si_ ature of Applicant or Agent 'COACHELLA VALLEY WATER DISTRICT,P. 0. Box 1058 COACHELLA, CA. 92236 398=2651 flName of Applicant (please print) Business"Address Telephone No. J Name of Contractor and Job Foreman Business Address Telephone No. Contractor's License No. City Business License No. : Applicant's Insurance Company Policy Number 'The following General and Special Provisions are attached to and made a part of Permit No k i • : �� . �. 3.. `. GENERAL PROVISIONS yf x. The following shall always apply: c `, •° :r ENROACHMENT ON PRIVATE PROPERTY.: This permit authorizes work to be accomplished within City of La Quinta right of . f• 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. r TRACKLAYING CONSTRUCTION EQUIPMENT: Cleated tracklaying construction equipment shall not be permitted to operate on • :. any paved surface unless fitted with smooth-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 operations in paved areas. If the exist s + '„•: _ pavement is scarred, spatted, or broken duriog 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 cost as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be property lighted and barricaded as, deemed necessary by the 1 _ . City Engineer or La Quinta City Public Works inspectors. Suitable detours and detour signs shall.be placed and maintained for the duration of the project. The City shalt be notified 24 hours in advance of any,traffic detours or delineations. 4 ;�, •t ,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. 1n the event it becomes necessary to remove or cut existing drainage structures, City. of La Quints 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 backfilloperations 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.drai6age 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 �• ,.3 immediately after backfill. , « DE•WATER OPERATIONS: 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, r~f ' CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited f' , „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 I r i any length of time, permittee shall contact this office to obtain the necessary permission. - SPECIAL PROVISIONS . •f it r• The following shall apply when indicated: +• r x. ` , NOTIFICATION: Permittee shall notify the City at (619)777-7075_ at least 48 hours in advance,of starting construction. t ' Y A /R2,• UTILITY CLEARANCE:, (Substructures) Prior to making any excavation within the City of [a Quinta right of way. r '• ; . 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 :5 + r responsibility of the permittee. r 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 inches of A.C. paving placed on inches of class • ” aggregate subbase course having an 'R' vilue of not less than and in conformance with City, of La Quints Road Improvement Standards and ' Specifications, Ordinance, 1146E �,' • .` k /. R5 ,', PARKWAY GRADING: Area between the property line and top the proposed concrete curb shall be graded to a slope of 4" v ,! l 1/4 inch to onfoot (I'). , + ' e i r 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 (_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 11207. + , .• + v r: ,'• R8 DRIVEWAYS: A.C. driveways shall be constructed as not to, alter existing drainage pattern. Surfacing between the property ',paving line and the existing road paving shall be 2 1/2 inches of A.C'.placed on (• ) of class aggregate base.' ' Driveway construction shall conform to attached drawing. • '''(? 1 A , / RS►) SIGHT CLEARANCE: Sight clearance of 600feetin all directions shall be assured and maintained at all times. j, r t R10 SOIL STF•RIIJZEIR: The area to be surfaced shall be treated with soil steriluer. Rate of application shall commply with the , S a' +: manufacturer's specifications. u n 1111/ 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. all survey monuments which exist on the f 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. 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 LIM][T 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. R15 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 BACKFELL 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 (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 be not less than 90 percent 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 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 (t) 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 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 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 f� determined by the City Engineer. [lei/ STREET RESTRIPING: Where street striping is still visible on streets 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 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. "l.o �°a- 1y k. .t . - - i. - �'�••+ K �S-1 laa ... :j rid SPECIAL CONDITIONS --PERMIT NO. 2703 CVWD \` 4 �YW �1. •Y r•. N .• c ' ` •" .. ! ` ^ ` 'tet, ' - j p �' t _ 1. . In addition tothe standard permit conditions, the,following`shall.apply Y ' 1 �: Pursuant to Section 14.16.320. of the La Quinta Municipal Code (Ordinance i0 §r l (part),`1982);'all •work shall be performed in'accordance with the latest edition of the StandardSpecificatiorrs For Public Works Construction"(SSPWC) and as directed by and'to the satisfaction of the City Engineer, �+ ";2:, CV WD; hereinafter` refer ' d'to as "Permittee", shall be responsible. for providing `continuous dust M, and erosion control. - ;y p .3 Streets shall.be kepfclean. They shall be completely cleaned'at the end of each working day and ' ` x' •� more frequentlyAif required. r a t' • .4 Pursuant to'Se6tiori'6.08.050 ofthe La Quirita Municipal Code. (Ordinance, 18 §s1,J982), throughout♦ t, the ,� r the work site; '.the Permittee shall comply with City regulated work hours:' Operation and ` maintenance of equipment .within one-half mile of humanoccupancy shall be performed onlyduring }r ,-,the following time periods: +October 1st to Apri130: Monday -Friday 7:00 a.m. to 5:30 p.m. ti Saturday 8:00,a.m. to 5:00 " May}A1st to September 30: Monday -Friday 6:00 a.m to 7:00 r ?.m. r P Y Y P.{` w ,Saturday 8:00a. to 5:00 p.m: Work shall be prohibited on legal holidays and Sundays. �' { F.' a -5Work performed within 500�feet of a signalized intersection is restricted lietweer •the' hour 9 a.m.,.- 3 p.m. `Traffic control shall be set up after 9 a.m: andremoved before 3 p.ni. The Permittee shall Y .:' m 9 if si'gnalcontact the�Riverside CountrY Traffic Signal Maintenance Depart at(90)275-: 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),r k f 4. . �. Permittee shall -.assume responsibility for repair of any- avement damage to any public or private street "and for any damage to otherGCity, streets or facilities as a result of work -performed under,this '•permit.- •. � _ -. r -<f". 1.' .,, a ..... - '. � .. . •- ,� �' -' s ^..� ,• � ' .. Pursuant.to Section 14'. 16.250 of the La Quinta MunicipalrCode;(Ordinance :10 § 1 ,(part); 1982), advance warning signs and traffic control shall be installed and maintained in accordance with Cal .N TransWtrafff('ic control' . t 1. F ' - plan, -if required, shallbe:prepared .in accordance with,the WATCH Manual and submitted to the j �; City - for':review and approval one (1) week' prior .to starting ' any ;construction. It shall be tthe , ; t # i •' Permittees responsibility to appropriately detour and barricade all construction sites yy f - i1 t _ r • 't+a - � - .. .f ' A - - • +. Y , u r# Y `a M �, n..+H.• � `Special Condition§ =Permit No. 2703 e ° �" Page 1 of 4r? AN SPECIAL CONDITIONS= -PERMIT NO. 2703 y rtii 8: Pursuant to Section 14. 1'6.290 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 -. r j.±maintained With flagmen at all times: _- '9: Prior to excavating, if required;,the Permittee shall contact Underground Service Alert at 1-800-422: r x' .t _-4133. It -shall be the Permittee's responsibility to notify the Public Works Department of anticipated` t i • " .... excavation which impact City facilities, including but not limited to traffic signal conduits and loops, a. 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 CityEngineer 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 Ya'rt,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 (SSPWQ, except as otherwise' • - 1. . ' ',Yt. specified herein. t.., Native material may be used as backfill material provided that minimum compaction, achieved in. ..,•fthe manner prescribed herein, is achieved., Backfill shall be performed by mechanical means; no r;: 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: .. ,r ,A.- When a firm foundation isnot encountered due to soft, spongy or other'unsuitable material, 4' 4 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 r x 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 approximateahree-foot vertical intervals as r R. - .' ' 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 i ' 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 a - ' thickness to be compacted for the remainder of the project. - •.`Irk '•1 't �! `'1r _ 3 Special Conditions -Permit No.`2703 ~ ''r Y _.'+ Page 2 of 4 • off} •+ �''�•'• + •' {' . � - - � t � �� ,�'� � �',` •1 .' _may '; f. ( 1 • t 4 Mfr �.:` +� ] fir, ,j- ,1 4�'•• ' . N t F; I - , r - i : •y, �,� li� i � � •.^ i _ _ � . s • � '• + . Jir .' SPECIAL CONDITIONS PERMIT NO. 2703" �` } F. _ 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:withiri the open i length of trench: �� is , , . s' - •.. ? '� ' G. 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 eachother. ° •, +H . If an com action to y p st 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: L' All costs incurred due to the conditions above shall be born_ e by the Permittee,-. Copies of all 'test results shall be furnished to the City Inspector. - 4 '=12. , All excavations *'Within City of La Quinta right-of-way shall'be backfilled, and temporarily paved if' �4, within the existing travel way,�at the end of every workday as directed by and to the satisfaction of ' ' ' �'° �`' • ' the City Engineer for -the rotection of the p•ublic. Len gths of open trench shall not•greatly exceed - • ', �,. ., s 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 -.o ' 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. _ { i } 13 All landscaping, -irrigation, decorative rock, decorative concrete, lighting, etc:, shall be, replaced to its original condition. - 'i :14. ' "Access'and egress to all'local properties shall be maintained'at al s r "" P P 1 times. t 15.,` Pursuant to Section 14.16.375 of the La Quints-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, followin . ~"•� conditions: g - s Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges ' 'shall be straight and clean. r 'rte B. Permanent pavement replacement structural section within all trenches sthi hall be P' cker. than existing of asphalt concrete over the same existing thickness of crushed aggregate base f �` or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of u' ' 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' • .<r_,z' , ;prior to installation. Special Conditions •- Permit No. 2703 ' ;Page 3 of 4 t �r'ymoi•+ In ' t. - 'G � - �, .}v: `-e! rt.. � •%.i r r • r o • �,. t,r .. � y - , tr.'Y {S�Ct.t{t� ': 7 r 4' , , r SPECIAL CONDITIONS --PERMIT NO. 2703 CV WD--- . . 5 •' a 3 i, '`'�, 'k f /. # a_. u` _ ! n c. •tom .'..',. s « . ... ``. - ;'Y' � ..,, ,*{ r C. Permanent pavement replacement shall be installed using a City approved'/4" max medium r �. "'� '• asphalt concrete as the base course lift and a City approved 1/2" max medium finish course lift ` 41, for capping. Asphalt concrete mix design shall be approved by the Cityprior to its placement. ` -D: For transverse trenches across improved streets, ihe'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 `j utt" "s �.y .joint created along each edge of.the cold -milled area, and a new 0.10' lift of/z" max medium a . J. . asphalt concrete pavement,overlay applied throughout the cold -milled area E. F6r longitudiiial trenches within improved streets, the•existirig pavement surface, thorough 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 0.1.0' lift of t/z'-' '6x 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 -..r 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 ?,F 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 r y loops shall be removed and replaced in kind. The finished pavement surface shall be smooth, 1 f 4 consistent, and shall conform to the surrounding grades. 1. f� 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 s per`formed.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- F has designated certain'city..streets as Truck Routes. The weight limit for restricted'streets (i.e., streets - ..f, ; x• not part,of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a t restricted street if making a ,delivery or pickup on the subject street, or if this permit, specifically _ `r ; -' grants permission to use.the'street to deliver street construction, materials_ and/or•equiment. '° 19. . ;The City of La Quinta reserves the right to revoke, suspend or void'this permit at any time. Special Conditions - Permit No. 2703 e a -•Page 4 of,4 �, 1� �.! ,Y i.a. '.�'- 1 � ' �� /yam , a t •- �r . ti �s ' ` 17 • n its �/ . /. . ,.� . � 16 ' � ` .,} T ti �, ,, x.• r' U IL(/� rlr.,,•� G" �,1� ,�t�l: c%r:i•�. .`� i s '' t .. • A ... .•� s. .. -7.29- 4::2 ol , T k' HIGHWAy f fit. . b .. K,.. „ •y • -