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3586NOTE: a With proper validation this form constitutes an encroachment permit CITY OF LA QUINTA 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 II I DATE: 11/26/Ol Minor Improvement Permit Class IV 78-731 SAGUARO! DRIVE LOCATION OF CONSTRUCTION .LOT #123 (Street address or Description of Location) PUFPSEFCO,jRllo(?;!lIE03` INS?AI'L AIiD �� A Sketch (attach construction plans if appropriate) (N!) sins C i�AT Si101`;jCE LIi� DESCRIPTION OF CONSTRUCTION DIMENSION OF INSTALLATION OR REMOVAL - SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN APPROXIMATE TIME OF COMPLETION n"ty (90) day' ESTIMATED CONSTRUCTION COST $ ' 1,100.00 (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: (SEE ATTACHED CORDITONS) 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 COACHELLA VALLEY VATER DISTRICT P.O. BOY 1058 COACHELLA,CA 92236 (760)398-2651 E505 Name of Applicant (please print) I/ 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 $ •00 .00 Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL: $ .00 Receipt No. Received by Dater Recorded by t : PERMIT VALIDATION PERMIT NO. 3586 DATE APPROVED EXPIRATION DATE IZO t2 '` r DATE ISSUED — - l��orl l By Raoul )kOartftez Administrative Authority Telephone: (760) 777-7075 Zo/ 6 2/S �� aauunsul :.tuea�tcod -ON asstan =nug@ Am 'ON e:uson :,,otat,tuo, -ON steoydapj no+ppV Ise" ueuta,cd qpl• pue ,ot3enuoc Io atueN 'ON auotltlaial �pPV >3aust� S9Z-86c 9aza etc 61Z 1f1� SsOI •0 •d t3uud ansldl 3u MlIUdV to au,RN �2S V � A UIs"IW �IgLSIt] 1MVI1 gyp VTIMy00 A �...: 1� tIM3 p flwrt e 0 et Awtteaew WMUMMWW p eY1 IO tu0lttlAae! 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TRACT NO.21555 The following General and Special Provisions are attached to and made a part of Permit No. 3 ✓t J GENERAL PROVISIONS The following shall always apply: ENROACEMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quints right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. 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 existing pavement is scarred, spelled, or broken during the term of this contract, or if the pavement is marred, City of La Quints 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 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 notified.24 hours in advance of any traffic detours or delineations. CARE OF DRAINAGE STRUCTURES: Any drainage structure including corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or 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 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. DE -WATER OPERATIONS: If de -watering operations are required and pumps are forcing water on City of La Quints 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: ' i NOTIFICATION: Pe'rmittee shall notify the City at (619)777-7075 at least 48 hours in advance of starting construction. UTILITY CLEARANCE: (Substructures) Prior to making any excavation within the City of La Quints right of way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. UT lM 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' value of not less than and in conformance with City of La Quints Road Improvement Standards and Specifications, Ordinance 8461. h tc7 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of \J 1/4 inch to one foot (1'). R6 GRADE CHECKING: City of Le Quints 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 Quints Standard 9207. 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 1/2 inches of A.C. paving placed on (_, of class aggregate base. Driveway construction shall conform to attached drawing. R9 SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times. RIO SOIL STERNER: The area to be surfaced shall be treated with soil sterilizer. 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NOLLJtldNIOJ 81H anonagcoo aq Hags dlddns jmgm at0 pus jade( gala jo taouoq atp g3e2j of tpgual taa!3gjng jo aq Hags glaf aqi 'pasn 9! lainaf ajagM jalaM aql atalaj of paianjieaoa aq [l!^A 9a3ftp atenbapa yaawaluae mm ntxam a Jul pagn st 8utpooy jo 8mtlM paod aja aotjoadmoo jaleajl aqj 9! joeago!gM'punojl latpunoiins aqj Ol laalaA!nba jo jaaajad 06 aggi esal 1oa aq 1pjg9 aon3edmo3 CBI— aq1 leg( oe paaeld aq lisgs lsuatem lly>faeg •9ao!lejado lutpooy dq llaMs amajlxa of pala2fgn9 too et pjuajem lly:ioeq oql 1ag1 pastajaxa aq of et ajv3 •sgldap aA!ssa3xa jo an ngaaajl ajagM gg!1 (,S) 1oo;-any jo mnm!xem a jo laipoou ajojaq goaan aql jo tpdap Imoi agi;b laawad OS aatil atom ton jo siadgl a!'patldds aq llggg llylaeg :,LN3N13Jtl Id TUj3(0tlg LIU deMpeoj aqi }o ao!laas [witionas aql gi!M paateu4 ag hags tuaojad S6;o nonw dmoa 2Atie101 a 'aseo dae at lnq 'pmninsgns aq dam spoglam mecumlV juatudinba lualaA!nba jo iodtaelajq!A laign palejq!A pae (,C) 1221 aajyi aegl jalml too jo gy!l at paoeld•aq liegs pae laalmA!nba jo pass x!w-j!saejj panoidde aq (legs llyVvEl :QNVS '19 LADME1 9111 •IoAejl jo pass panojdde um dq paaeldoi .to paluamalddtt9 aq 1p;gs 1nq'11yA3eq Jul pasn aq IOU (legs no!mAeoxa launp pajalunoa0a 9! gatgA% (leuatem patejNes jo dluods) olgeunsan smaap ela!no n jo XltO aq1 g3!" pnjaigui daV •liyyaeq paiep!losao3 dlalenbaps us lul3npoid;o easodind joj asn sit of letaamulap aoaelsgns a!amljo jagio jo siooj'gsnjq jo aajj aq 1pjgs (lyjlaeg :'IVRi3LVN['iIILfl[Jtl8 T •ai!e iljoM aql no dllenias 9! 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LN3waAtld •a0aejeal3 laafojd jadojd joj 9laamnuom daAjns 11a jo iaamaasldai jo aoila(dmoo aodn paggoa aq 11egs a3tj;o 9!qL givamnaom dae jo isAomaj aq1 at joud jaauila3 dl!, agt of paggttjjnj aq llegs siaamnuom amp of gag aq1 latMoge 9aioa jo ias maldmoo V •aeulatiad atpjo asaadxa aql is iodanjtl9 jo mutlaa I!A!3 pa9aa3g a dq paosidaj oq dllaauoa pus dl!peaj dam dagl os ino pall dlmaldwo3 aq lugs panloea! aagm soup Aiadojd jo slaails Ile jo aagialaao alp ao lg!xa go!gM 9ivamnaom (*Ajn9 lie 'uott3tuisao3 }o latuutlaq jO ao!)aea3x2 01 joud :S.LN3WfW0K A3AWfLS •siaafojd ma!no s'l jo dlt0 jo alelS tlt!M aaaajajjala! so delap apn(3aid of ssojo; a1a!no wl jo f4!J jo ale1S aqt q1!M palsaymo aq llagg :ljoM •Itwjad sitit jo pouad aq1 launp eam 9!q1 a! lonpaoa dem eta!no wl ;o dl!J jo sp;o;!le0;o a1siS aqi go!gM aopetado dam of paisu!pjogre aq llegs ilioM pasodoid aq,l• MOM 3.LVN (m00J SPECIAL CONDITIONS --PERMIT NO.3586 --- COACHELLA VALLEY WATER DISTRICT --- In addition to the standard permit conditions, the following shall apply: l . 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, hereinafter referred to as "Permittee shall be responsible for providing continuous dust and erosion control. All areas shall be kept watered down daily including weekends. 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 1 st 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, if required, 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 - Permit No. 3586 Pagel of4 SPECIAL CONDITIONS --PERMIT NO.3586 --- COACHELLA VALLEY WATER DISTRICT --- 8. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum of one travel lane of paved surface shall be maintained with flagmen at all times. 9. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422- 4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. 10. Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. 11. Pursuant to Section 14.16.370 of the La Quint; 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 ofthe 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 remainder of the project. Special Conditions - Permit No. 3586 Page 2 of a SPECIAL CONDITIONS --PERMIT NO. 3586 --- COACHELLA VALLEY WATER DISTRICT--- 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 within the open length of trench. 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 each other. H. 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. 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 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. 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 No. 3586 Page 3 of SPECIAL CONDITIONS --PERMIT NO. 3586 --- COACHELLA VALLEY WATER DISTRICT --- C. Permanent pavement replacement shall be installed using a City approved 1/4" max medium asphalt concrete as the base course lift and a City approved %2" 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 sawcut 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 (2) feet outside the sawcut removal lines. • For longitudinal trenches located in a traffic lane: two (2) 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 %" 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 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. This permit allows for the installation and maintenance of one (1) one inch (I") domestic water service lines. This service is located at 78-731 Saguaro Drive. 19. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. Special Conditions - Permit No. 3586 Page 4 of r ra o 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 11/26/01 Subdivision Improvement Permit— Class III DATE: p SAGUARO M Minor Improvement Permit Class IV 78-I33 artA e�i� DRIV$ LOCATION OF CONSTRUCTION LOr #123 (Street address or Description of Location) PURPOSE plans if a OF CONST UCTIO,N XNSTAU AND PlJ1TWUM' A Sketch (attach construction '�fys" "CIR f jv"' ir✓rii tb�� 1(: *At" DILIiC1CAUX jL1111tS P appropriate) DESCRIPTION OF CONSTRUCTION DIMENSION OF INSTALLATION OR REMOVAL (Sly ATTACRID CMI'MS) SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN APPROXIMATE TIME OF COMPLETION >aXnety (W) "Ps ESTIMATED CONSTRUCTION COST $ &'iUU'UV (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 C"CIiMA VA"" KAM DI$'I1tICT P-O. BOX 1056 tXIIACNUAA►.CA 92236 (760)398-2651 X503 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 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 $ '00 II * UU Permit Fee Penalty Cash Deposit-Surety.Bond if required TOTAL: Receipt No. Received by Recorded by $ s00 Date 0- PERMIT VALIDATION PERMIT NO. 3586 DATE APPROVED 11/29/01 EXPIRATION DATE 05/29/02 DATE ISSUED B yRaoul "Artines Administrative Authority Telephone: (760) 777-7075 The following General and Special Provisions are attached to and made a part of Permit No. ✓� GENERAL PROVISIONS The following shall always apply:' ENROACHMEPTI' ON.PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of Is Quints right of way ONLY. Whenever construction extends within private property, it is the responsibility of the perminee for his contractors to secure permission from abutting property owners. Such authorization must be secured'by the permittee prior to starting work'.. TRACKLAYING CONSTRUCTION EQUIPMENT: Cleated tmcklsying construction equipment shall not be permitted to operate on any paved surface unless fitted with smootb-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 existing pavement is scarred, spalled, or broken during the term of this contract, or if the pavement is marred, City of La Quints shall request that these portions of road be resurfaced over thew entire width. Resurfacing shall consist of one coat of two inches (27 of A.C. surfacing plus appropriate seal cost 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 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 notified.24 hours in advance of any traffic detours or delineations. CARE OF DRAINAGE STRUCTURES: Any drainage structure including corrugated metal pipe, concrete pipe, steel culvert eW concrete structures encountered during excavation which necessitate removal shall be replaced is kind. In 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 sball be kept free of debris at all times for proper drainage. RIGHT OF WAY CLEANUP: Any surplus material resulting from excavation and backfill operations &halt 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. DE -WATER OPERATIONS: If de -watering operationa are required and pumps are forcing water on City of La Quints roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary.. CLOSING SIREETS: 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 be must close a street for any length of time, perminee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated: NOTIFICATION: Peimittee shall notify the City at (619)777-7075 at least 48 hours in advance of starting construction. ZtCL) UTILITY CLEARANCE: (Substructures) Prior to making any excavation within the City of La Quints right of way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole ^ responsibility of the permittee. 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 NTDENING: 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' value of not less than and in conformance with City of Ls Quints Road Improvement Standards and Specifications, Ordinance #461. C tt'7 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall U graded to a slope of 1/4 inch to one foot (1'). R6 GRADE. CHECKING: City of La Quints sball 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 Le Quints Standard #207. 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 sball be 2 112 inches of A.C. paving placed on (_ of elan aggregate base. Driveway construction shall conform to attached drawing. R9 SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times. RIO SOIL STERILIZER: The area to be surfaced shall be treated with &oil sterilizer. Rate of application shall commply with.the manufacturer's specifications. 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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, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. All areas shall be kept watered down daily including weekends. 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 1 st 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 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. 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, if required, 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 - Permit No. 3586 Page 1 of SPECIAL CONDITIONS --PERMIT NO. 3586 --- COACBELLA VALLEY WATER DISTRICT --- 8. Pursuant to. Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum of one travel lane of paved surface shall be maintained with flagmen at all times. 9. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422- 4133. It shall be the Penmittee'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 remainder of the project. Special Conditions -Permit No. 3586 Page 2 of SPECIAL CONDITIONS --PERMIT NO. 3586 --- COACHELLA VALLEY WATER DISTRICT--- 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 within the open length of trench. 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 each other. H. 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. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be finnished to the City Inspector. 12. All excavations within City of La Quints 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 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. 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 No. 3586. Page 3 of 4 0 SPECIAL CONDITIONS --PERMIT NO. 3586 --- COACHELLA VALLEY WATER DISTRICT--- C. Permanent pavement replacement shall be installed using a City approved %" 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 sawcut 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 (2) feet outside the sawcut removal lines. • For longitudinal trenches located in a traffic lane: two (2) 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 1/4" 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 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. This permit allows for the installation and maintenance of one (1) one inch (1") domestic water service lines: This service is located at 78-731 Saguaro Drive. 19. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. Special Conditions - Permit No. 3586 Page 4 of 4