Loading...
3761r^ NOTE: rWith 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 Subdivision -Improvement Permit — Class I I I DATE: 0=bi+1= 1A IM1 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION 46-300 DW= Pal= ice$ (Street address or Description of Location) PURPOS OF CONSTRUCTION Sketch (attach construction plans if appropriate) ImAita =�� a " C==Zic t:y= ccr V1p ,,,,,,,DESCRIPTION OF CONSTRUCTION DIMENSION OF INSTALLATION OR REMOVAL 6ft x Oft SIZE OF EXCAVATION, IF NEEDED \\APPROXIMATE TIME WHEN WORK WILL BEGIN ��►��%� _ r'APPROXIMATE TIME OF COMPLETION 11M/02 ESTIMATED CONSTRUCTION COST $ WTT% (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. Signature of Applicant or Agent CV1.1) P.0.2= 1058 0=h-_11a, t, 760.398.2651 x 505 Name of Applicant (please print) Business Address Telephone No. mT3 ar; aboVJ Name of Contractor and Job Foreman Business Address Telephone No. RA Contractor's License No. ilk City Business License No. Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit — Class 111 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 Penalty Cash Deposit -Surety Bond if required TOTAL: $ Receipt No. Received by Date Recorded by PERMIT VALIDATION PERMIT NO. 3761 DATE APPROVED 0&-c'3' 1C* 2002 EXPIRATION DATEJrnuary 300, 200i DATE ISSUED By A.033tZn4dmZiis�t;rat ti��v�e authority Telephone: (760) 777-7075 PERMIT NO. 3761 CV WD 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 work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. CVWD, Inc., hereinafter referred to as "Permittee", shall be responsible for 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 frequently if required. 4. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout 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. Saturday 8:00 a.m. to 5:00 p.m. 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. 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.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 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), advance warning signs and traffic control shall be installed and maintained in accordance with Cal Trans 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 and approval one (1) week prior to starting any construction. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Special Conditions - Penanit No3761_ Page t of 4 PERMIT NO. 3761 CV WD 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 two (2) travel lane of paved surface shall be maintained 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), 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 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: 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 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 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 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. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall 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 thickness to be compacted for the rdmainder of the project. Special Conditions - Permit No3761_ Page 2 of 4 PERMIT NO.3761 CV WD 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 of trench. 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. 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. H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 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, decorative rock, 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. 15. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 1.0 § 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. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than 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. Special Conditions - Permit No3761_ Page 3 of 4 PERMIT NO.3761 CV WD 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 capping. 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 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 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. 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. 16. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed under this permit with an approved dust control treatment. Soil stabilization shall be done immediately after completing the operation. 17. 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 part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a 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. 18. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 19. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages, delay costs, costs or expenses in law or equity that may arise out of work under this permit. Special Conditions - Permit No3761_ Page 4 of 4 The following General and Special Provisions are attached to and made a part of Permit NO761 GENERAL PROVISIONS The following shall always apply: F.NROACENENI ON PRIVATE PROPERTY: This permit authorizes work to be accomplisbed wid" City oils Quinta rigbt of , way ONLY:Whenever construction ixtends 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, TRACKLAYING CONSIRUCAON EQUIPMENT. Cleated tracklaying concoction equipment shall not be permitted to operate on any paved surface unless fined with smooth -faced street pads.. All mechanical outriggers shall be fitted with rubber street sboa to protect the paving during excavations. Rubberiired equipmeot.only shall be used in backftll operations in paved areas. U the. existing pavement is scarred, spalled, or broken during the term of this contract, or if the pavement is marred. City of L Quints sball request that these portions of road be resurfaced over thew entire width. Resurfacing shall conaistof one cost of two inches (2') of A.C. surfacing plus appropriate seal cost as specified above. PRO7ECTION OF 73LAMQ All excavations and work areas shall be properly lighted 'and barricaded as deemed necessary by the City Engineer or La Quints City public Works inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project, The City shall be oodfied•24 hours in advance of any traffic detours or delineations. CARE OF DRAINAGE MUC URFS: Any drainage structure including corrugated metal pipe, concrete pipe, peel, culvert and concrete 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 Le 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 C2XANUP: Any surplus material resulting from excavation and backfdl operatioms shah be removed from Ibe Yight of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill turd Compaction, Existing gutter line and'draioage ditches Thal W replaced to their original standard or better. All excess material shall ba.d cooed Prior to paving. Water teaker. shall be used, as required, to sprialde the job site ta keep down dust conditions and eba11 be used immediately after backU. DE -WATER OPERATIONS: If de- watering operations are required and pumps are forcing water on City of L Quince roads, it shall be the responsibility of the permince (contractor) to control this water and to provide off-street barricades when necessary.. CLOSING SJREM: 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 sweet for any length of time, permutes shall contact this office m tai obo she necessary per•m.Mon. _ SPECIAL PROVISIONS The following shall apply 760.777.7097 Rd NOTIFICATION: permitter @ball notify the City at OMqV3Q= at least 48 hours in advance of starting conswuetiou. RZ UTILITY CLEARANCEe. (Substructures) Prior to making any excavation within the City. of La Quints, right of way authorized by permit, the permittee @ball contact all concerned utility companies reladve.to the location of existing substructures. Damage to existing aubatructures resulting from operations conducted under this permit anall be the sole responsibility of the permits=. R3 ITIIUTY CLEARANCE: '(Surface Structures) No work shall be done under this permit until all utilities are clear of the - proposed work site. The perminee shall notify all concerned utility companies of the proposed worts, ,R4 PAVEMENT WIDENING: Area between the proposed concrete guner line. and the existing road pavement shall.be surfaced with inches of A.C. paving placed on inches of class aggregate subbase course baying an'R- value of not leas than abd in conformance with City of La Quints Road Improvement Standards mod Specifications, Ordinance 1461. R'5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb @ball be graded to a dope of 1 /4 inch go one foot (I R6 GRADE. CHECKING: City of La Quints @ball check grades upon receipt of plan and profile and/or grades an 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.. Depreased curb, matching concrete •gutter and concrete driveway approach shall be constructed in conformance with City of La Quints Standard R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be 2 112 inches of A.C. paving placed on of Clow aggregate base. Driveway construction shall conform to attached drawing. R9 SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be &sent" end maintained at all times, RIO SOIL S JM.IZER: The area to be surfaced shall be treated with soil steriliser. Rate of application shall eommply wilt.the• manufacturer's specifications. 'E161 A1enae[ palep '8!-Oj!iwj )a ;nets 'wCamgl[H jo uol.wtwtQ '9ao!Iaoy!oadS p,wpuelS a41 to 10'E'9 uonaaq QI!^t Lldmoa !Pegs mots;! aottaadmoa •poglam play to laedtal aqI Cq paupuatap we °o!taedmoa ,;teal atp w! jawagolgm 'pano,l latpanouns agl on laapw!aba ao laawad 06 asgt wal lam of palaedwoa paw pallyllaeq aq Ipgs Iewoma, aaA moij lOnlnsa, waloq Awl camp Ip is atlgnd latlawen agt I=no,d of pap!wo,d OR pags @ape* mq ,O pas aamlell 'wall.. atenbapy •awn aaO Lae 19 1"1 005 10 mncl"EO a of p2t3t,lwa, aq Ilwgs 4,OM aql ']y}en 13939a1 01 Lieswaaaa wamooaq st a1agM •gde,$s,ed Juimolloj aql at pay!aads se palaedwoa Litllno,ogl put PallyX78q OR Ilags aloq drums atll. •Lamgl!q sip jo ,-a!w aq aa!sma, sugap au Istp me jo parods!p paw Pawoma, OR Ilege dwnts aon•agl jo g3pim a,!1u3 oqL •ayjap Lmmt(vlq of pasxeq jo aaaaaapata! Inoq*% LNlws P;IPuw4 aq aeo 4a!tVA waonas aat aq 1ptp pawoma, sq of waa, j; •votteaol ntati etc la ao.,!Pao* latnw,l eno,oltw a al sail aqt a!ela!am o1 aaa!uuad agI to 4!l!q!9aodsa, aqI aq Ipgs it •a!Ignd latlawe,t atp 0% p,szsq,o a3aa,aJ,a1a! tnoglt- Claj- PalPawq pas'aa!w,aw aan pa,wa! pus papuoq'paaaaoq a Lq pagnldmoaoe ;q l[wgs 'C— Ja lQl!.1 Pew eta!nO -1 A 430 aqI alq*- uonsoolal --Il - IVAOW311 110 AIOLLV0011311 331LL 64 •se!wda, Iuaaww,ad jo aonaldmoa poll oo aodn paoalda, aq llegw laidtns g3n6 'MeweaYa OR 01 man; ao alq!w!A pnta w 1! la!dtnw laa,a,a% :gbad V.LM £ 1 •�aautea3 41:) aql Lq pau!twalap we esaiw gated 1p ,awo pa!lddo OR 1pgs ao!slnwa anpgdse )o mopwatldde us jo sanwuuoa leoa pas go} y " OOP z l 'atedw pew L,a,odmal Jo wgsjdmoa ,aye eLep aegl imsi oa paaeld aq Ipgs aseq wsala goal a ao poawld lata. pns •0•y sagaa! jo galsd'Iuoaww,ad V •,(late!pawm! paaeld aq (legs 008-0S to (._) "goat owu jo lans!euoa gated ,Ga,odmat a'paleldmom uaaq awsg aonaedwos pas Ily)laeq »IIV :WydH3 lltt1W3AYd•JACiI,[VW1l3d Ti •ltmg Lwp (S) any a Paaaxa tuamawed L,s,odaim aqt jo luawaoeld atp Ipgs awsg oa al Inq 'pataldmoo saone,ado Ilytl7eq Paw palaweaxa uaaq nq gauan jo lam, ,easy 000E la atnwMw a ,aye paaeld aq 1pgs laced L�a,odwal 008'04 OR •apulgns paaeda,d a ao paaeld aq IIw4s 008-0S to wagon Z }0 8unwtwaoa 4a1wd L,s,odmat •'eaona,aAo aonaadmoo pan Ily4aeq jo monaldmoa iaUV :SMW C31i llj31N3AVd ,tIM0jVzU 02 o ;let 'eLe,w 'CL61 L,snuw( P21wp 'am,o}tls0 1 S gllH Jo ao!nA!Q 'mogsay!aadS P,epaslS aql la •10•E•9 aonaaS Cl! paatllno se apsm aq IIPtp naval uo!»edmo0 umda, woaeauad lonlsm of ,oud poly pas pwo,dde ioj ,»;clog Cl!�'341 of pap,e,.uol aq Ipgw teal g3ea jo Ldoa (l) sap aatl aa!w,ae ,o lalwso,a gala ,oJ apem OR Ilegs wtsal uonaedwoa'Iolaadwo! agl Cq•pa,l.nba, os jl :&LSaL p4OLL3vdW0J 6-1 'EL6I L,wnmsl Paley 'em,o)!Iw0 jo alnS 'e'(e,Nglg4 Jo 00!9!w!Q '-O!I93yuadq p,epcmS 291 Ja 10'E'9 monasS a! paatpao " apsm OR 1pgs wlwat aon3edwo0-s,!eda, maawm,ad fur xwm o1 loud poly Poe lwwo,dde ,o) ,aaatlag ,C110 aqt as P;P-1 OR 11OR9 teal gars jo Ldoa (1) aap 'pea, gaea no teal (I) aao jo mnmtalw a pow laal 0001 cwgl a,om tow jo ePew,alat to apem aq Ilvgs moral aonawdmoa'iotiadea! atp Lq pa,l.nba, at jl :CeS-jr. NO[IJVdN[00 /l •tawrtanaoa OR IP W ,Clddns J21" aqt Paw Jade1 gars io wonoq atp gaea, 01 1111031 laatayjns }o aq legs e»C 3q1 'pom w! la!naC uOgM ',wpN aqt alga, of palatutsaoa OR lltM ealltp atanbapw yaamaluaw mnwtxem s,oj pawn mot 8utpoolj to latpaod a,agM •nonaedmo o,alawl alp s1 ,wwagalgnt 'patto,l lmp,a puno„ns aqt o1 Iaaw!nba ,o laaad 06 aagl weal IOU aq Ipgs cona■dmoa lanlnsat aq1 I•q% a paaeld aq Ilegw •waons,ado pualam IPy:lasg la!PooU Lg Ilaww ;mama al. pataafgns low e! pualem llyXoeq aql leg! Paela,al(a aq o1 n a,w0 •egtdap aw!wwaaxa jo ue wagoaa,I a,aq- wyg GS) looJ-awy }o mnmtxam s to latpoolj a,ojaq R—aQ ago Jo gldap Palos aqt Jb taawad 05 aegt uom tom jo uo4sl a!'Pa!ldde aq hags Ily)laet; :IN3LV'�Y id ,rU.jDlOVQ LI •Laapant aql JO aopaae Is+romnM aqI gl!% Paatsuw aq Ipg9 wao,ad S6 /o aonowdmoa awnwla, s '>� (aw °! 1nq 'Patw4gSgn@ aq Lem wpogtam atea,ally 'laamdtnba Iualew!nba ,o ,aduteto,gl.w lawn Pale,q!A Pat (.O laal aa,tn aegt taleael taw Jims9!I al. "d.aq 1" Paw Iaapw!nba jo Pus$ t!ut.1!saen Pawo,dde aq Ilwgw IlyjlawEl :CL VS 'PII.fl10VH 91 •laAul io pass pawo,dde as Lq paaeld;, ,o pataamaiddna aq !lags Inq 'pyltaeq 10) pawn OR Ion 1p42 ooneweaxa launp pa,atunoaaa w! ga!gnt (leualem pale,ntes Jim Made) algwl!nson swoop eIa!n6 rl jo 4!0 aql qa!" puarew Lay •Ilyllaeq palepgowaoa Llalenbope us latanpo,d jo rasodiad ,oj asn 911 al. ptaamulap aomwgns 3taa8,o ,aglo ,o now 'gsn,q jo way a4 Ipgs IlyXowq - IVTVMLVW-rUMOVII C •alu 4wft aql ao Llpmae et pualam aog*nMaoo agt esalan apem aq Ipgs ao!leweaxa 014 •wLwp (S) asy la!paaaxa pouad s io) coda atamas Ipgs ao!teweaxa OW '� q;wa a! lmPsatueq cogeweaxa jo ,(1!I!ger!ns aqI aa!w,ataP II849 ,oloadsul wll,oAA a!Ignd aq,L •a!lgnd lutlanen aq; jo aonaata,d aqt aoj eLsptloq psi spaa:laawt no gglta,awo ngl!I ql!w+ P;Psa!lnq Ll,ado,d OR Ieegs suoueweoxa ICY mlaq tmm saollaaado Ilyfiwq a,a3aq gaaap;ado jo laaj ,sau!l OOOI oI P't!w!l ag Ipgs suoneweax3 :SNOLLVAV0X3 10 L61Q'i 11 'P;Maataoa ;q Ileq' -SPa lgltens laamawed o1 alemep Lae 'saonuado lutwed pay aJ ,oud ayjen Noy juaaal aql alelyuej isaq o1 ee aott!sod a gate as paaeld aq 1pgs pualem aotl".%coq (•luamawed In lonlna 01 loud aleweaxa 01 pawn aq laamdtnba lattsseal(a Ipgs raaawwmnm,ta oa aapa(l) •,aaatlaq 4!0 atp )o -too aql ylnagl paeoadde aq Ipgs lacuna loawaAed jo poglapl.l •vogaweaxa o1 toud alp; lgltsas a aI lglpns a o1 Ina men Llpatuegaam ag 11!N Ina= ad :!)NLLll0.lXBV3AVd •aaawaeala Iaofoad Maid foj naamnaom Lawns Ip jo Iaamaoe!daa jo aonaldmoa oodn Paynoa OR 1pgw aayjo 9!gy .•titaawnuour Lae to pwnma, aql 01 ,oud ,2awfu3 Llt, aqI of pagstwly OR Ipgs slaamnuom asagl c1 lap aqI lulmoge eawa jo las apldmoa V •aaaiai,ad aqI jo asaadxa acp le IoLaw,ne to Iaautloa I!A!a posaaa!I a Lq paaeldw aq Lpaauoa Pae Lppeaa Lsm Lag! as Ina pan Llagidmoa aq Ipys pawlow01 aaq,N null Aiado,d in naans Ip jo aatlulaaa aql ao Is!xa galq,N etaamnaom Lowans 1p 'aonon,Iwaoa Jo lamullaq ,o aoneweaxa 01 ,oud :&LN3W MOW A3A1111S Z j paafald na!b al jo Lt!0 jo atwlS qt!m aoaa,al,alal to ,Celop apnlaa,d of sawoj etatnO wlJO A!:)M ornS OR; glw.pateatpacoa OR Ilwgs XiolA •I!m,ad wtgl jo pouad aqI launp eanl stgl a! Ianpaoo Lem alalno T, jo Ll!0 10 etaio111e0 jo atetm 3q1 4atge+ can eaado Las of palau!p,ognw ag Ilwgs tea'+ pasodo,d aq j :xwoAt 3.ubwr1000 j T NOTE: With proper validation this form constitutes an CITY OF LA QUINTA encroachment permit APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCR For the construction of public or Private curbs, driveways, paves and other .like public works improvements in connection with MINOR DATE: / LOCATION OF CONSTRUCTION (Street address or Description of Location) PURPOSE OF CONSTRUCTION J DESCRIPTION OF CONSTRUCTION DIMENSION OF INSTALLAT SIZE OF EXCAVATIO..N, IF N'ECpEb. ,P' � 44 Y APPROXIMATE �9'lots, sewers, water mains APPROVED SUBDIVISIONS n .Improvement Permit — Class I I I nor Improvement Permit Class IV Sketch (attach construction plans if appropriate) APPROXIMATE••TIME QF COMPLETION f•.., , .,'. '' UUI I D LUUL� ESTIMATED 00*NST'RUCTIQN COST $ (Including r•Qmoval:,bf all 4b`struction,'materials;,tind•debris, b6rkfilling, com- paldiori-.and 'placing permanent resurfacing 4 d/Qr.• replacing Improvements) 1r. WORKS In1 consid4r•Ption of the granting of this permit, the. appli)<ant- hereby agrees to: jni3emnify.,'defend and save the City, its apthorized age}ts, officers, representatives and employees, harmless from and against any and.all penalties• liabilities or loss resulting from `oainis.-or• court action and arising out of any accident, loss or damage to persons or property hpopening or occurring as a proximate result. of any work undertaken under the permit granted pursuant to this application. i Notify the Administrative Authority at least tw46y'-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 rugs and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of. this work. �-_- icant or Agent Name of Applicant (please print) Business Address Telephone No. 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 $ II PERMIT VALIDATION Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL: $ Receipt No. Received by Date PERMIT NO. DATE APPROVED EXPIRATION DATE DATE ISSUED By Administrative Authority Recorded by II Telephone: (760) 777-7075 i ocl BECE' I 5 - 7 - 20 - 4 cu �•1 t1'M1 5 - 7 - 20 - 4 N :a Cd '.-7'�' 7:7 5 — 7 — 20 — 4 1 DRIVE 1 .•c. c. 1 HO •• - - • U 1 WESTWARD c 1aG )II ts 0 i TRACT 2190 P ali , a sr .9; e r ytir ro F I r TRACT 2667 --------------------------------- TRACT 2180 DUNE PALMS MOBILE ESTATES •>• I I sl 6 �• ' 1 _ WF i Al .j I Q � ,.y„ •v 62 I �1 •> Ir �,`'•- a= J liie= I-e - • la •�