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3856' �A my t y.n`''c x .. • 1 .... , f £ f}- t�, ' r City of La Quinta ;i The following General and Special Provisions are attached to and made a^part of • t Permit Number The following shall always apply: ` ENCROACHMENT ON PRIVATE PROPERTY: This' permit authorizes work to be accomplished,within the'City of La Quinta's right of way t . , • ; f 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. .y TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved surface: unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. ' PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation., CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete ; r structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains •; •` s shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting -from excavation and backfill operations shall be removed from the right of way'All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction'Existing gutter line- " and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. • Water.tanker, - shall be used, as required, to sprinkle the job site to keep down dust conditions and shall' be used immediately after backfill. .',x DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La:Quinta roads, it shall be the' responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for ' the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time; permittee shall contact this office to obtain the necessary permission. ` ( SPECIAL PROVISIONS The following shall apply when indicated: ® : R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7075 at least forty-eight hours (48) in advance of starting * construction. , v 2 R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way_ authorized F •by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures` Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. ' '®,R3 - UTILITY CLEARANCE (Surface Structures) No work shall be done under this,permit until all utilities are clear of the.` " proposed work site. The permittee shall notify all concerned utility companies of the proposed work: -_ r : , . •` -� •❑ R4 PAVEMENT WIDENING: Area between; the proposed concrete gutter line and the existing road pavement shall be surfaced j- ! , with (** N/A **) inches of A.C. paving placed on ( ** N/A **) inches of ( ** N/A **) aggregate sub -base course having an ' "R" value of not less than (** N/A ** ),and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. - ❑ R5 r PARKWAY GRADING: Area between the property line and topof the proposed concrete curb shall be graded to a slope of i one-fourth inch (%") to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by. a licensed engineer. 1 s _ ' r ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter ('* N/A *' )',feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb; matching concrete gutterand, concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ° y4i ❑ R8DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property Y line and the existing road paving shall be two and a half inches'(2'/2') of A.C. paving"on { ** N/A.** j of,class.(�,." N/A*_* i'•,` aggregate base. <, ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all. times. ❑ 'R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. `Rate of application shall comply with the ` ~' manufacturer's specifications. �• ;. t - a ;• With proper validation w' this form constitutes an r encroachment permit CITY . OF LA . QUINTA APPLICATION FOR PERMIT. PUBLIC .WORKS CONSTRUCTION (ENCROACHMENT) 'For ,the construction of public or privatecurbs, 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 I I I DATEMinor Improvement Permit Class IV LOCATION OF CONSTRUCTION La Ouinta 'Community Park.. Northeast aoxaer ,o$ Westward Ho Drive alb Adam 'Sir6at• (Street address or Description of Location) PURPOSE. OF CONSTRUCTION Pave parking, lot on'llite Sketch (attach construction plans if appropriate) end. �trautsr off$ -efts - • ' • • . DESCRIPTION..OF CONSTRUCTION Paviniz .. .. - 'X M' SC"i� s�•.s'•r�a �y,'�rJ S�•"�/s9 G . Ecv.YJ/ ?'"lt N/ s x'G DIMENSION'OF INSTALLATION OR REMOVAL Off -site bavitiA SI•ZE.OF�EXCAVATION, IF NEEDED. j APPROXIMATE TIME WHEN WORK WILL BEGIN Fcbruary 21. 2003 APPROXIMATE TIME OF'COMPLETION VsbruAxv 22. 2003 ESTIMATED,-CON$TRUCTION COST $ (Including removal, of all obstruction, materials, and debris, backfilling, com paction and placing permanent resurfacing and/or replacing improvements) In consideration of the granting of this permit, the applicant, hereby'agrees to: ;Indemnify, defend• and, save the City, its •authorized agents, 'officers, representatives and employees, harmless from and against any and all , penalties; liabilities or loss 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.'CitV Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the'.City. of. La auinta and to pay for any additional replacement necessary as the result of this work. Signature of Applicant or- Agent. . 'Czanite Construction Co: 38-000 Monroe. Street., Indio , (760) 775-7500 ' Name'of Applicant (pleaseyrint) ` Business Address Telephone No. James -E •Simo a, Roger Wallentine T.O. Box, 10990, Indio (760 347-5399 Name of Contractor and Job Foreman Business Address Telephone No. ; 89. 02501 02501 Contractor's License No. City Business License No: Americao Casualty Co. of Readinix 'PA GL 189156689' . Applicant's Insurance'Company Policy Number. FEES: Subdivision Improvement Permit — Class I I I Public.improvemenfs: 3% of estimated construction' costs Private improvements: 3%.of estimated.construction costs Minor Improvement Permit — Class IV: See attached schedule ;< Inspection Fee $ PERMIT VALIDATION Permit Fee PERMIT NO. 3856. Penalty Cash Deposit -Surety Bond if required TOTAL: $ NO PEE Receipt No. Received by Date Recordedjby ' DATE APPROVED February 18. 2003 EXPIRATION DATE 61,Ptt t a£I- 2003 DATE ISSUFn/(, U� 3 By i '. •\ Q�i.L-- I Lea—� Administrative Authority d St. Sa.uver, Assiatant'Engineer I `telephone: (760) 777-7075 ' ��.�.+a.��—} -- .,r _.._—_.. --- ��r. s,i:�cnSlt+'t<;i:;J�r-�fn«,; }�,ab•�'j. t'i�yr;) *ty,�, •I _._._,.—.._.—. _..—..-_----._.— ----� t� t NOTES t - Owl wWith proper validation * . this form constitutes an .t encroacFiinent permit CITY OF LA QUINTA APPLICATION ,FOR PERMIT .•. ' PUBLIC WORKS `CONSTRUCTION (ENCROACHMENT) For .,th'e,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: lF^h riiigrrt iR-' Minor Improvement Permit Class IV. LOCATION OF CONSTRUCTION L 40to Co mtattalty Ptrk� Northeast corner of .Weet:wrarCWit' Driva, and Adma 5treat. (Street address or Description.of Location), PURPOSE OF CONSTRUCTION ISM* parkin. lot oza;-aite Sketch (attach construction plans if.appropriate)' r -and �tyit����t off Wigite i DESCRIPTION OF CONSTRUCTION+ <„ 1. . �. • ti � � .,� 'k s; ,a' � ¢*•',e:x �"��.�rdi C• . �!'.+v!' D.(Y �f.' ',r �'' �. t • 4.DIMENSION OF INSTALLATION OR,REMOVAL Oft-81t a SIZE OF EXC"AVATION•, IF NEEDED• 1•'. -' , i•L r `APPROXIMATE TIME WHEN WORK WILL BEGIN APRROX1MATE TIME OF COMPLETION !`d�l"E1�ry 22. • 2.i�n3 r. !, • 'ESTIMATED CONSTRUCTION COST $' '.. (lncluding removal of all, obstruction;.materials, and debris,.backfill ing, com p i 'pactiori and lacing; permanent resurfacing and/or replacing im provements) ; ;r -1n eonsideration,'of the granting'of this pe t, the applicant hereby, agrees to: f: In demnify,.defend and save the City, its authorized: agents, officers, representatives and employees, harmless from and against any ands all penalties,(liabilities of. loss ,resulting from claims or court action and arising out of any accident, loss or'damage'to persons.or�properi' j 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 tvyenty,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.�egulations, of;the, City of La' Quinta and'to•pay for•any additional_ replacement necessary as the result of this work., ` :' '' 1 Signature of Applicant or'Age6t GraaaS:te Cegaatruct on Coo !`... A llcoroe $tdreat, Iri0l. j?a-7566� Name of Applicant (please print) BusinessIAddress Telephone No:: } ; .'• S' S�av7% ?one 'BOX 16940,: ud s (iist?) 347- 5 99 Y4h -Name of Contractor and Job Foreman ', Business Address Telephone No. Contractor's License.No. City Business License No. : ,Amitr carat Catwalt y -Co. v� ReAdjAg PA Cl _ 18915"89 Applicant's Insurance Company .. Policy Number ' • .. f' 4 .. .r !'{ .,mot FEES: Subdivision•Improvement Permit —.Class III . �< Public improvements 3%,of'estimated construction, costs °.•. Private improvements 3%of esfimated'construction costs ,- ti Minor I'm rovement Permit —Class IV: See attached schedule KI- ��TMaA.Inspection Fee $ PERMIT VALIDATION? 'r Permit Fee PERMIT NO. 3855 � Penalty r . r' i • Cash Deposit Surety Bond DATE APPROVED �*brus* 18* 2003 if required EXPIRATION DATE ' ARAU-St 18. 2003 TOTAL. $ r A70M DATE ISSUEDd'I bl�l `t Receipt No., qq r. f gt Received by - - Date ' Administrative Authority :4#4 St: >9s�uve� A�sietiaat ;�+&ear .I Recorded by 'Telephone: (760) 777:7075 _ PERMIT NO. 3856 GRANITE CONSTRUCTION CO. ' 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 " 4` work shall be performed in accordance with the latest edition of the Standard Specifications For Public :r Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer:' R 2.. 'GRANITE CONSTRUCTION CO., hereinafter referred to as "Permittee",'shall be responsiblefor 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.""', i frequently if required. 4.- . Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout , } r the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: . October 1st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m y ° w } " Saturday 8:00 a.m. to 5 :00 p.m. ' - -� May 1st to September 30: Monday -Friday 6:00 a.m to 7:00 p.m. Saturday. 8:00 a.m. to 5:00 p.m. r 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.In:. 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),1 - advance warning signs and traffic control shall be installed and maintained in accordance with Cal Trans ' r + Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control plan shall be prepared in accordance with the WATCH Manual and submitted to the City for review . L ` and approval one (1) week prior to starting any construction. It shall be the Permittee'st. responsibility to appropriately detour and barricade all construction sites. Special Conditions - PERMIT NO.3856 Page 1 of 5 I �+• PERMIT NO.3856 ' GRANITE CONSTRUCTION CO..' ` ` -Pursuant to Section 14.16.290 of the La Quinta Municipal Code Ordinance 10 § 1 art 1982 • street J, ~closures shall not be permitted. A minimum of two (2) travel tane'of paved surface shall be ` maintained at all times. 8 Prior to excavating, if required, the Permittee shall contact Underground Service Alert•at'l* 42-2w -' 4133. It shall be the Permittee's responsibility to notify the Public Works Department of.anticipated'4!, =, ° W , " excavation which impact City facilities, including but not limited to,traffic signal conduits and loops, f- ` irrigation lines, electrical conduits, and storm drain facilities. 3 " .,9. f ;Should additional work, materials, or modifications of the work be required in order. to meet City, ; :'`V 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. 10: Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 §,1 (part), 1982); backfill". wr 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 Perm ittee's -responsibility to provide appropriate geotechnical supervision, testing, andinspection, onsite,, at all times' during backfill operations. {� t { Backfill compaction shall be achieved by the following conditions: .� 3 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 r ; s Inspector and the resulting excavation backfilled with pipe bedding material. B. ` BBackfill 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 :°v= _ ; w project and ensured prior to use of the materials through progress testing on the stockpiles f-4 .." •, "• � F�i 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 F ,- �, ,+-. I .�,, :Special Conditions - PERMIT NO.3856 N a • Page 2 of 5 v n ' - : T y } ., ' - •r 4^ i j '1 �7 tJYw A' ai.: V el 01 PERMIT NO.3856 w • ,-•.A GRANITE CONSTRUCTION '}t ` - _ - M R,i a , t D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall`bei =z -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 is r to be compacted for the remainder of the project. E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of ; backfill, per 300 linear feet of open trench, at randomly selected locations within the open length t t of trench. j y W F. ..The depth of the randomly selected compaction tests shall also be randomly selected except that y : where multiple tests are required in a given length of trench, the tests shall be no closer'than three feet (vertically) from each other. r 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. i 1A. r` w H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all t`est 1 - results shall be furnished to the City Inspector. t 11 All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if within 3 • - the existing travel way,at the end of every workday as directed by and to the satisfaction of the City 4 '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 F overnight at a point where construction will begin the next day, provided that this length .of trench is completely covered by steel plating. r12. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 13.: Access and egress to all local properties shall be maintained at all times. `. +14. 'Pursuant to Section 14.16.375 of the La Quinta MunicipalCode (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. t > Special Conditions-- PERMrr NO.3856 Page 3 of 5' lr . ` s ' PERMIT NO. 3856 V GRANITE CONSTRUCTION CO. B: ' Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than Y existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and' 200-2.4 of the Standard,- Specifications for Public Works Construction. The replaced pavement and base material shall be.,"{ ' - compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench.. Verify exact structural replacement section thicknesses with the City prior to installation C: Permanent pavement replacement shall be installed using a City approved 3/4" max medium asphalt a� r ' ; ," r '•, a concrete as the base course lift and a City approved'/2" max medium finish course lift for,capping r ', Asphalt concrete mix design shall be approved by the City prior to its placement. ` =�� D.' Cold -Mill and Overlay -The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a' -depth of 0.10 �= feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area' `y and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000 . asphalt concrete mix. The width of the cold milling area shall be as follows:. '? ,, • - For longitudinal trenches located in a parking lane: two (3) feet outside the sawcut'removal lines. ) ` -'` �, ,-' ' • For longitudinal trenches located in a traffic lane: two (3) feet outside the sawc6t removal. y" lines, or to the lane line striping, whichever is greater. ` ' ' • For transverse trenches across existing street: two (2) feet outside the sawcut removal lines E. - If grinding and capping operations are not performed in the same day as base•paving operations, `.' } the base course lift of 3/4" max medium asphalt concrete shall be installed from saw -cut edge to • F ' saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left: 0.10' low in anticipation of grinding and capping. F.' Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer. - `' ` Affected traffic signal loops shall be removed and replaced in kind. The finished pavement surface,,--.', 'shall be smooth, consistent, and shall conform to the surrounding grades. 15. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed. f " under this permit with an approved dust control treatment. Soil stabilization shall be done immediately after completing the operation. - t } Special Conditions - PERMIT NO.3856 y peci yPage 4 of 5 { I , PERMIT NO.3856 r ., k• y F" GRANITE CONSTRUCTION' CO. i• •� c, 16 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; t not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use"a ' 3 = , , 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., . ', s •17. The City, of La Quinta reserves the right to revoke, suspend or void this permit,at anytime 18. The permittee shall indemnify, hold harmless and assume the defense of the City from all :y :damages, delay costs, costs or expenses in law or equity that may arise out of work•under:tlus pr ermit. ♦. - • — j `j � 1.•� ;fit �_ \ } iL J 4. 41 41 • Vim:: .• i � "� '-'.� . - •._ .. .r •. .;1' •ors.. - �],3-.•-['S.� YJ.. w rzs; �.. i L ,�z.a.