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3864•NOTE:" With proper,validation , }` 2 O this form constitutes an o encroachment permit CITY. OF LA QUINTA " APPLICATION FOR. PERMIT PUBLIC - WORKS CONSTRUCTION ' (ENCROACHMENT) 7. n psw4� OF For the Construction . of public or' private curbs; driveways, pavements, sidewalks; parking 'lots', sewers, water mains and other Iike.public works improvements in' connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS _:..: r_ t ' Subdivision Improve ment'Permit' —Class II I` DATE: :March 6.. 2003 Minor,lmpi-ovement Permit Class IV LOCATION OF CONSTRUCTION 52-790 Avenida Xgndoza.: "abeia ted with AD. 90-1 a: (Street•addressor Description of Location) -PURPOSE OF CONSTRUCTION Extend sewer lateral Sketch (attach construction plans, if appropriate) . . DESCRIPTION OF CONSTRUCTION Extend sewer lateral to • p>�A>nax>ei lil>t�l - ... *$nee .Kttachsd, Special Condition'**' , DIMENSION'OF INSTALLATION OR REMOVAL 6' x 251 x 61 SIZE'OF EXCAVATION,,IF NEEDEDAA) needed _ APPROXIMATE TIME WHEN WORK WILL BEGIN Mardi 10. 2003 APPRQXIMATE TIME OF COMPLETION • 5 wnrkina days ESTIMATED CONSTRUCTION COST - 5.370.00 - (including removal of all obstruction,. -materials, and debris, backfilling, com- paction .and placing permanent resurfacing and/or• replacing improvements) M ' . In consideration. of. the granting of this permit; the applicant hereby agrees to: k Indemnify rdefend; 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 regulations4of the City of La Quinta and to pay for,any additional replacement necessary as the result of this work. Signature. f Applicant or Agent N � Alllgs iJn r"Oun4'.Count., Into 38103 Viastr Drive i �9, (760) 324-1911 Name of Applicant'(please print) Business Address Telephone No. oux A lm6 Same As ABove -(760) 57&-1510 Name of Contractor and Job.Foreman. Business Address, Telephone No: 482i8© 769, Contractor's License No. City Business License No. Applicant's Insurance Company. '` Policy Number FEES: Subdivision ;ImprovementPermit — Class 111' Public improvements: 3% of estimated construction costs ' Private improvements: 3% of estimated 'construction costs Minor Improvement Permit - Class.IV: See.attached schedule. 3864 Inspection Fee. $ PERMIT VALIDATION Permit Fee• PERMIT NO. 3864 Penalty Cash Deposit -Surety Bond DATE APPROVED March 6, 2003 if required EXPIRATION DATE March 31. 2004. TOTAL: $ NO FEE DATE ISSUED!' Receipt•,No. Received by Date Recorded by Bya.'' ¢` Administrative Authority Victor Xot<;z Appoiseant Engineer I . Telephoner �760) 777-7075 71 �. ,,� ,� Mrs • 1,�r �a ;'1 <', "' { y PERMIT NO. 3864 ALMS UNDERGROUND CONSTRUCTION; INC. ' � � >w +7+ ~�'• t` 4.v•r• ". ,. �Fxf t. }�. eYt : � `�' In addition to the standard permit conditions, the following shall apply: •.� � ; .. :,., ,.ate 1: Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance- 10 § r(part) work shall be performed in accordance with the latest edition of the Standard Specifications For Public, Works Construction. (S SPWC) and as directed by and to the satisfaction'of the City Engineer: 2. Y ALMS UNDERGROUND CONSTRUCTION, INC., hereinafter referred to as,,`Permittee'7, shall.be responsible for providing continuous dust and erosion control. ;z.. - 3, w Streets shall be kept clean. They shall be completely cleaned at the end of each working day'and more s: :� frequently if required. R ti i x p. 4.. `; Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 11982)' throughout the !? ,Work site, the Permittee 'shall comply with City regulated work hours. Operation and maintenance of „ • . 'f 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. *:. Saturday 8:00 a.m. tor5:00 p.m. Y ,May 1 st to September 30: Monday -Friday 6:00 a.m to-7:00 p.m. ;. Saturday 8:00 a.m. to 5:00 p.m �„" ' • = ,ia r Work shall be prohibited on legal holidays and Sundays. `- L r5 'Work performed within 500 feet of a signalized intersection is restricted between the.hours of 9 a.m.,. . 3 p.m. Traffic control shall -be set up after 9 a.m. and removed before 3 p.m. The Permittee shall ' ' '.contact the Riverside Country Traffic Signal Maintenance Department at .(909).275-6894 if 'signal.; `: "•+ - • f [ ,k. 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`,(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 V7. t�' 'Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance` 10 .§ 1. (part), 1982),' "; r' '•' 4: advance warning signs and traffic control shall be installed and maintained in accordance with Cal' '+ ansLStandards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control i plan shall be prepared in accordance with the WATCH Manual and submitted to the City for', review and approval one (1) week prior to starting any construction. It shall be the Permittee's, r , r : • responsibility to appropriately detour and barricade all construction sites. k tik z Special Conditions - PERMITNO. 3864 �rt r' } Page I of 5 !t - ,4r ,n ' • PERMIT NO.3864 BALMS UNDERGROUND CONSTRUCTION; INC:', =, .:.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 two (2) travel lane of paved surface shall be,- • .'i, YTS !• > i maintained at all times. 8. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at A-=800422 • 44133. It shall be *the Permittee's responsibility to notify the Public Works Department of anticipated.', excavation which impact City facilities, including but not limitedto"traffic signal conduits and loops, r; irrigation lines, electrical conduits, and storm drain facilities. +' t + '9. - 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. ;s 10�, Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest edition -{ { of the Standard Specifications.For Public Works Construction (SSPWC), except as otherwise specified • F•, � �; `herein. .. .,. ��,, Native material may be used as backfill material provided that minimum compaction,'achieved in the, _manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water-.,,,`. , densified compaction via jetting or flooding or other means shall be, allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. , i .^ • i t' � .r Backfill compaction shall be achieved by the following conditions A. When, a firm foundation is not encountered due to soft, spongy or other unsuitable material;such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City, -;z Inspector and the resulting excavation backfilled with pipe bedding material. f �. "� ;r �t . B.- ' Backfill materials shall be brought to or maintained at 'an appropriate moisture'content'for compaction. The appropriate moisture content range shall be established at'theonset of the project and ensured prior to use of the materials through progress testing on the stockpiles. a .: ,=' ; 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 • - w.. is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that za can be compacted. T Special CoP nditions-'PERMIT NO. 3864 ' twc' 1age`2 of 5 e #„ - i �,. • - f :� ' .• : :•Rt `..�, �.r {`l +Et4 ,.y -i i, . .•.. R . ram. r ... �'Ca • 7 n � ` • �' � � Y,. � Etr•, 7a`�• PERMIT NO.3864 ALMS UNDERGROUND CONSTRUCTION,, INC. ,' � eta :;V . • ♦ �. �, f'..x /•r',�- D: If lifts greater than one foot are attempted' in this trial length of trench, �comntestsshe 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+; . 5 q _ to be compacted for the remainder of the project. -•,'F sk'f a ,• _ � •�;Y 't "ta i•. +f F" .�%Ctir.,i?, �NJ, E. Iri subsequent lengths of trench, the frequency of compaction tests shall equal one per each backfill, per 300 linear feet of open trench, at randomly selected Jokations within the open length , . i' of trench. -a }.». • . 3 t A F. The depth of the randomly selected compaction tests shall also be randomly selected except"that + where multiple tests are required in a given length of trench, the tests shall be no closer than three' ` feet (vertically) from each other. • . �•ti: ,y° ' �...;, :,, G:, ~ If any compaction test fails, previously placed,backfill (in the same,•length of open_tr`ench.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. x , H. All costs incurred due to the conditions above shall be borne by the Permittee.:Cop ies,of all test , results shall be furnished to the City,Inspector. e '� r 11. All excavations within City of La Quinta right-of-way shall be backfilled, and teniporarily,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,n n is completely covered by steel plating. - 12. • .'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: _' ",�� + x Y , x .r { • - �' r ,4 14..Pursuant to Section 14.16.375 of the La Quinta Municipal Code u(Ordinance 10 § 1, (part), 1982), :f^ „ permanent pavement replacement shall be completed no later than seven (7) days after.the completion ;k ; of the work. Permanent pavement replacement shall conform to the following conditions:' . -- ' _ .. y `.. : '', -: tit ...r . ' ,mot r � �- '♦ . -''� A:• Existing asphalt concrete pavement shall be sawcut one (1) foot beyond tr`erich'ed'ges' Edges`shall,. ,`u be straight and clean. <• • sY.Ott-.; •;. . ` ,Y Special Conditions - PERMIT NO. 3864 , .' . Page 3 of 5' • , • - fi • `� F z PERMIT NO.3864 F t ALMS UNDERGROUND CONSTRUCTION, INC i.4a Permanent pavement replacement -structural section, within all trenches, shall be l"thicker than,-., ' • " existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed:$ o '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".,`, 1, - .,Verify exact -structural replacement section thicknesses with the City, prior to installation.t C. Permanent pavement replacement shall be installed -.using a City approved 3/4",max medium":'°.:'- ' asphalt concrete as the base course lift and a City approved''/z" max`medium finish course lift for . x ' ,r - capping.. Asphalt concrete mix design shall be approved by the City,prior to -its placement: `� ' : ''' �• D. f ; Cold-Mill'and Overlay - The existing pavement which was properly protected in place duringthe trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0:10' •`-'... �• feet with buttjoint created next to the existing unmilled pavement surface. The cold `milled area 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: ,.. - x � 4' - - _ � .-. u`i .,,, r .ate •. ;? N.. rr R . ,: ;a' ` • , 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 sawcut removal 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 =: ' . 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. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be± a , 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 '. fi surface shall be smooth, consistent, and shall conform to the surrounding -grades.:± { 115.. Permittee shall permanently stabilize any and all soil that was disturbed as a` result of work performed t" - under this permit with an approved dust control treatment. Soil stabilization shall be done immediately after completing the operation. Special Conditions - PERMIT NO. 3864 f .Page 4 of 5 ' r �. ai[ 'f •[ya 'f. ;n t � - �°� '-'' }*!• Ash !- m ' ' _ } PERMIT NO.3864 w -ALMS.,UNDERGROUND. CONSTRUGTION,�.INC. 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 not ~I 4 part of the Truck Route network) is three (3) tons; -trucks exceeding the weight.limit may use'a restricted l . -street if making a delivery or pickup on the subj ectstreet, or if this permit specifically grants permission ' :to use the street to deliver street construction materials and/or equipment 17 The City of La Quinta reserves the right to revoke, suspend or void thispe"rmit at, any time ; F 18 The perinittee shall indemnify, hold harmless and assume the defense of the City from'all damages, delay costs, costs or expenses in la ',or, equity that may-arise:out of work`urider this f. permit. s ,� ' l� ' ys, • , - , 1, r. :•;, -� � k err •'�`" ., ` 'f ., iR � ♦ .. _ F - � -a r •mac, t,. '!=x .. +��� w ., e � '' . [ { �- h , � a ..={{;`M+ ...mot+ •