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2943NOTV: 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 Subdivision Improvement Permit— Class III DATE: AAril 14. 1999 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION 79T025, 79-125, and 79--225 Highway 1I1 (Street address or Description of Location) PURPOSE OF CONSTRUCTION Sketch (attach construction plans if appropriate) DESCRIPTION OF CONSTRUCTION Site grading SEE ATTACHED CONDITIONS. DIMENSION OF INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED 17 atceis APPROXIMATE TIME WHEN WORK WILL BEGIN A.S.A.P. APPROXIMATE TIME OF COMPLETION ESTIMATED CONSTRUCTION COST $ 152. 666. (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: i 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 andarising out of any accident, loss or damage to persons or propeerty happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. t 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 r sul' of this work. r Signature of, App icant or Agent Stamko Deveiooment 2203 Poinaetta Manhattan Bl3ch, CA 902ti6 Name of Applicant (please,print) Business Address Telephone No. Cooley Construction 43-612 N. Jackson Indio, CA (760) 775-5344 r Name of Contractor and Job Foreman Business Address Telephone No. 348038 4083 x Contractor's License No. City Business License'No. Gerlinst America Insurance Co. 4003477� Applicant's'lnsurance Company Policy Number .PA. in 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 $ 4,580.00 Permit Fee 100.00 l4Pe.nab Plau Check Credit (2, 250.00) �Cashll:Sepos%'t'• ure�;y:TBond egwaxecl As -Built Deposit 1,000.00 TOTAL: $ 3,430.00 Receipt No. Received by Date APR 2 0 1999 'i TY OF Lit QjiN 1 A a PERMIT .VALIDATION PERMIT NO. 2943 DATE APPROVED 4/14/99 EXPIRATION DATE 4/14/00 DATE ISSUED BY /'Administrative Authority Recorded by Telephone: (619) 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: ENROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quinta 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-tiied 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 Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal cost as specified above. e . PROTECTION'OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or La. Quinta City Public Works inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City 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 Quinta 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 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: ® NOTIFICATION: Permittee 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 Quinta 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: UTHXrY 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" wit value of not less than and in conformance h City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ® PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of 1/4 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. R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (_feet) shall be •removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #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 shall be 2 1/2 inches of A.C.. paving placed on of class aggregate base. Driveway construction shall conform to attached drawing. N SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times. LIM? R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with the manufacturer's specifications. Rll COORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California or City of La Quinta.may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State of City of La Quinta projects. 12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when involved shall be completely tied out so they may readily and correctly be replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper project clearance. R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances, shall excavating equipment be used to excavate prior to cutting of pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to 1000 linear feet of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing an adequately consolidated backfill. Any material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be'placed in lifts of not greater than three feet (3') and vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of 95 percent shall be attained with the structural section of the roadway. R17 BACKFILL PLACEMENT: Backfill shall be applied. in layers of not more than 50 percent of the total depth of the trench before flooding or a maximum of five-foot (5') lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall be not less than 90 percent or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuous. R18 COMPACTION TESTS: If so required by the inspector, compaction tests shall be made at intervals of not more than 1000 feet and a minimum of one (1) test on each road. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. R19 COMPACTION TESTS: If so required by the inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the.City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of 2 inches of SC-800 shall be placed on a prepared subgrade. The SC-800 temporary paving shall be placed after a maximum of 3000 linear feet of trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of inches A.C. surfacing placed on a inch class base shall be placed no later than days after completion of temporary road repair. FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. STREET RESTRIPING: Where street striping is still visible on streets to be excavated, such striping shall be replaced upon completion of permanent repairs. R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right of way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permittee to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump shall be removed and disposed of so that. no debris remains in view of the highway. The stump hole shall be backfrlled and thoroughly compacted as specified in the following paragraph. Where is becomes necessary to restrict traffic, the work shall be restricted to a maximum of 500 feet at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than 90 percent or equivalent to the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. SPECIAL CONDITIONS --PERMIT NO. 2943 --- STAMKO DEVELOPMENT --- 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. Stamko Development, 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. 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. 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. 2943 Page 1 of 4 SPECIAL CONDITIONS --PERMIT NO.2943 --- STAMKO DEVELOPMENT --- 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 arid. 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. 2943 Page 2 of 4 SPECIAL CONDITIONS --PERMIT NO.2943 --- STAMKO DEVELOPMENT--- 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. 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. 2943 Page 3 of 4 SPECIAL CONDITIONS --PERMIT NO. 2943 --- STAMKO DEVELOPMENT--- 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 VY' max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. For transverse trenches across improved streets, the existing pavement surface, three (3) feet on either side of the excavated trench, shall be cold -milled to a depth of 0.10', with a "butt" joint created along each edge of the cold -milled area,, and a new 0.10' lift of/2" max medium asphalt concrete pavement overlay applied throughout the cold -milled area. E. For longitudinal trenches within improved streets, the existing pavement surface, through the lane width (within lane line striping), shall be cold -milled to a depth of 0.10', with a "butt" joint created along each edge of the cold -milled area, and a new 0.10' lift of/z" max medium asphalt concrete pavement overlay applied throughout the cold -milled area. F.. If grinding and capping operations are not performed in the same day as base paving 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 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 notify the City of La Quinta Public Works Department a minimum of 48 hours prior to commencement of any construction at (760) 777-7075. 17. Permittee shall 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. 18: 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. 19. This permit allows for the site grading to be completed per the approved grading plan prepared by Keith Co's for Parcel Map 28525-1, Parcels 1,2 & 3. No other work has been permitted at this time. 20. 'The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. Special Conditions - Permit No. 2943 Page 4 of 4 -"--, ---------------------------------------- P NOTE: With proper validation this form constitutes an �+gc CITY OF LA QUINTA encroachment permit r APPLICATION FOR PUBLIC WORKS CONSTRUCTION S PERMIT (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 41414 Subdivision Improvement Permit — Class II I DATE: Minor Improvement Permit Class IV q 1�j 2� l J y, �, i 2- p -LZ-5, 'f 11 1�l LOCATION OF C ST UCTION I / • (Street address or Description of Location) - PURPOSE OF CONSTRUCTION Sketch (attach construction plans if appropriate) DESCRIPTION OF CONSTRUCTION !21 TE 64Ii1/d�t1i G Ortlt;tTtOI-57 DIMENSION OF INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED C �S APPROXIMATE TIME WHEN WORK WILL BEGIN APPROXIMATE TIME OF COMPLETION ESTIMATED CONSTRUCTION COST $ Or (Including removal of all obstruction, materials, and debris, badkfilling, 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 Quints and to pay for.any additional replacement necessary as the result of this work. Signature of Applicant or Agent �T11NIKo 7 U��®Pir�1 T �L2o$P��s��7`l�Q_Ma�ul�/#TTQ�I23rF�c4 go246 iName of Applicant (please print) Business Address Telephone No. Cool a �aN5T2U o� iNo- 43 -4> 2 A/A, J,4aksod/ 716_-!5�i44 Name of Con actor and Job Foreman Business Address _Y:�/o /off CA Telephone No. ea Lac. 3Qgo 3S 40,9, Contractor's License No. City Business License No. Applicant's I nsuran,;i Company Policy Number FEES: Subdivision Improvement Permit — Class I I I Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor Improvement Permit — Class IV: See attached schedule 2774 Inspection Fee $ Y PERMIT VALIDATION IT Permit Fee / �C PERMIT NO. v 225a c/o�-r Penalty t DATE APPROVED Cash Deposit-Sureril t i-Tfs a if required p �� 30 V EXPIRATION DATE �q- "O TOTAL: $�� DATE ISSUED Receipt No. ed Received by Date Recorded by By Administrative Authority Telephone: (619) 777-7075 f �IUUI J'a-UiliL' 'lril� iu:�:� r:i:� ii� ar':i LJ.SIi �ti5l�ikUwG—Kul�ll:�lLLci AM t� HARM STRONG/R01TATLLE BUSINESS AND INSURANCE SERVICES FAX Date: `-1- - d'D� __ Number of Pages Including Cover Page To: Attention: Compaliy Name: 3 -. Fax No: C�1(16) 34 O Telephone No: From: Name: Diane White Company Name: Armstrong/Robitaille insurance Services Fax No: (714) 578-7489 Telephone No: (714) 578-7054 Re: C (:)o � �t6' � C A-10 r. P.o. Bax.5".9 FYt&tton, CA92834-4009 680 Langsdo1f DV*V sulk 100 FullO*n, CA RJ31. (714) 578•7000 Fax (714) 578J001 04/07/1999 08:13 760-340-1574. JACOBSSON ENGINEERIN JACOBSS N ENGINEERING --- - CONSTRUCTION, INC. r.( I. ROX 1443(1, PALM 1)FSFRT, CA 92255.4430 PNO (619) 340.0194 FAX (619) 340-1.574 1. tC. NO. 650389 I'ACSIMILE TRANSmilTTAC; FACSIMILE TRANSMITTAL attention: --{GTO12 �U �.ML16.t T company:. LI& (nlTL1, U c:. GuCQ K-s fax number: date: 41 "71(? from. pages:= _� (includin cover) description - Q(L( kTAI —La (cD "ULLL p. s. Ti'Z6i C,Z message: � c.� fin( C.C� C-`j�Jo I t Original to follow: 1yes no unless requested I 1 `k 1 . 1,OC:ATF--[? AT: 14-894 LENNON PLACE, SUITE F-1, PALM DESERT, CALIFORNIA 92260 PAGE 01 04/07/1999 ,08:13 7GO-340-1574 JACOESSON ENGINEERIN PAGE a2 STANDARD FORM OF AGREEMENT AND GENERAL CONDITION BETWEEN OWNER AND CONTRACTOR (Where the�OntractPrice? is a Lump Sum) 66, 6 'ARTICLE 1 This Agreement is made this I t dal in the year 1999 by and between the OWNER . (Name and Address) Stamko DeVelopement 2205 Poinsettia Manhattan Beach,. CA and the CONTRACTOR (Name and Address) Cooley'Construction 43-612.N. Jackson S Indio, CA 92201 for services in connection with the following PROJECT The Auto Centre at Da Quinta l F. Notice to the parties 81hall tie given at the above addresses. _ 2 AGC DOCUMENT No. 200 • sTANCARb FORM OF AGREE ENT AND GENERAL, CONDITIONS BETWEEN OWNER AND CONTRACTOR (Where the Contract Price is a Lump Sum) ® 1997, The Associated Genera! Contractors of America } ,t O 04/e7/1999 08:13 760-340-1574 JACOBSSON ENGINEERIN PAGE 03 5.2.2 The Owner may determine the sequence in Work is performed, provided it does not unreasonabl with the approved project schedule. The Owner m the Contractor to make reasonable changes in the at any time during the performance of the Work i facilitate the performance of work by the Owner or the extent such changes increase Contractor's time the Contract Price and Contract Time shall be adjusted including a reasonable overhead and prof from the change in sequence. 6.2.3 The Owner, for any reason, may require the C at any time to perform any portion of the Work on an basis or may require the Contractor not to perform at of the Work on an overtime basis. If the Owner overtime Work, the overtime portion will be conside Work, provided the Owner exercised its right to acre scheduled completion date or to promote the Interests. Overtime Work required to enable the Cor meet a scheduled completion date or to correct Work is not Extra Work. The Contract Price, the Conl or both will be increased or changed under Article overtime Work constituting Extra Work. In no eve Increase in the Contract Price be greater than ai equal to the additional costs incurred by the Contre result of the overtime Work (i.e., the overtime premiu of the applicable wage rates plus the payroll taxes, ii and overhead and profit applicable to the overtime portion of the applicable wage rates). 6.3 DELAYS AND EXTENSIONS OF TIME 6.3.1 The Contract Ttme shall be equitably exti Change Document if the Contractor is delayed at a the commencement or the progress of the Wor justifiable cause beyond the Contractor's control inc not limited to any of the following: an act or omiss Owner or Others; changes ordered in the Work, multiple changes issued in a short period of tin cumulative Impact may cause delay; labor disp hazardous materials; adverse weather condil reasonably anticipated; concealed or unknown con delay authorized by the Owner pending dispute rest hich the ARTICLE 7 interfere r require CONTRACT PRICE ler to 7.1 LUMP SUM As full compensation for performance by the s. To Contractor of this Agreement, the Owner agrees to pay the costs Contractor the lump sum price of One hundred Itably fifty-two thousand Six hundred ulting sixty-six end 051100 portion requires 9d Extra ;rate the to act Time 8 for all t will an amount for as a i portion ded by time in by any fing but t of the whose s; fire; s not ms; or 6.3.2 In the event delays to the Work are encounter4d for any reason, the Owner and Contractor agree to denake reasonable steps to mitigate the effect of such delay Subject to the provisions of Article 12, if either party Is titled to additional costs as a result of such mitigation, the shall be recoverable. 6.4 DELAY CLAIMS Subject to the provisions of rticles S and 12, If the Contractor is entitled to recover additl nal costs incurred and/or to have an adjustment in the Contra Time as a result of events set forth in Subparagraph 6.3.1, th a costs shall be recoverable and an equitable time extensio granted. Subject to Paragraph 10.2, to the extent the Contract r causes delay in the completion of the Work, the Owner shall be entitled to recover its additional costs following the p eedures established in Article 12. 11 Dollars ($ . 0 5 -) subject to additions and deductions as provided for in this Agreement. The lump sum price is. hereinafter referred to as the Contract Price, 7.2 ADJUSTMENTS The Contract Price is subject to increase or decrease solely as provided in Article 8. The Contract Price, including authorized adjustments, is the total amount payable by the Owner to the Contractor for performance of the Work under the Contract Documents. 7.3 ALLOWANCES 7.3.1 All allowances stated in the Contract Documents shall be included in the Contract Price. While the Owner may direct the amounts of and particular suppliers .for specific allowance items, if the Contractor reasonably objects to a supplier, it cannot be required to contract with them. The Owner shall select allowance items in a timely manner so as not to delay the Work. 7.3.2 Allowances shall include the costs of materials and equipment delivered to the site less applicable trade discounts and including requisite taxes, unloading and handling at the Project site, and labor and Installation. The Contractor's overhead and profit for the allowances shall be Included in the Contract Price, but not in the allowances. The Contract Price shall be adjusted by Change Document to reflect the actual costs when they are greater than or less than the allowances. ARTICLE 8 CHANGES 8.1 CHANGE DOCUMENTS 8.1.1 The Owner, without invalidating the Contract, may order changes In the Work within the general scope of the Contract consisting of additions. deletions or other revisions, the Contract Price and the Contract Time being adjusted accordingly. All such changes in the Work shall be authorized by applicable. Change Document, and shall be performed under the applicable conditions of the Contract Documents. The Owner and Contractor shall negotiate in good laith an approp►;iate adjustment to the Contract Price and Contract Time and shall conclude these negotiations as expeditiously as possible. Acceptance of the Change Document and any adjustment in the Contract Price or the Contract Time shall not be unreasonably withheld. AGC DOCUMENT NO. 200 • STANDARD FORM OF AGR�EMENT AND GENERAL CONDITIONS BETWEEN OWNER AND CONTRACTOR. (Where the Contract Price is a Lump Sum) f 0 1997, The Associated General Contractors of America 6 e MEMORANDUM TO: Finance Department FROM: Hector.Guzman, Assistant Engineer I DATE: April 20, 1999 SUBJECT: Parcel Map 28525-, La Quinta Auto Mall The developer of Parcel Map 28525-1, Stamko-Development, has submitted a business check (check no. 2372) 'in the. amount of $17,000 to be deposited and held by the City for dust control security during the construction of the project: Please deposit this check into an account which can be refunded to the developer upon completion of the work. hg Qom) c: Permit File - 2943 28525-1,v RECEIPT City of La Quinta, 7.8-495 Calle Tampico P. O. Box 1504,, La Quinta CA 92253 -19 34994 ST'AMKO DEVELOPMENT Date 04-19-99 Check No. 2372 Invoice Description / Account Distribution DUST CONTROL SECURITY DEPOSIT Number 1305 Vendor CLQ Date 04-19-99 Payment 17, 000.00 ":z- 17,000.00 STAMKO DEVELOPMENT Date 04-19-99 Check No. 2372 r, s E N / —ftlf RE VEST v DQ F'yOFT'� Return check to requestor Mail check Name / Title of person requesting check Department individual is associated with: PKb PLC vio, ',�-5 - T Check payable to: 1(,4 A4 rAJT Amount: $ 00 D (Name) (vendor No.) 0c Account Number: io 1 Qd r7 ^ ZG r' '.Ov0 (Address) Project Number: Check description and invoice number: /�2 S W-rl 5f-1 E10 Signature: (Department ea ate APPROVEDTOR PAYMENT ti � ( MannPOepartment'Use Only)° °_ m CCOUNT'N.O.� *�e��^�,, DESCRIPTION-� 3 �. q� v$: �, a ° yr L tl3 ATTACHMENT B - COST INFORMATION Medium -Large Scale Construction/Demolition Projects (Greater than 5 acres)' . Fugitive Dust (PM10) Mitigation Plan Date: 01 / 5 / 2 0 0 0 ' . Jurisdiction: Project File #: 0 Project proponent: Stamko Development `Co.. ( Chris Clarke) Address: 10100 Santa Monica Blvd . Ste 400 Los Angeles,CA 90067 Day phone'number: (31 0) 277-3622 Emergency phone number: (31 0) 546-3479 In the space provided below please list the costs associated with implementation of all dust control measures. The information -provided below should include all implementation costs (including labor) for dust control throughout ' die project. Not all measures listed below will apply to all projects. Watering: $9,400 Chemical stabilization: $1 1 8 0 0 Wind fencing: Covering haul vehicles: Wheel washers: Street sweeping: Paving: Wind sheltering: Coverings: Vegetation reestablishment: After project comptetzon tizese records. snau oe trurwinuieu, « iric %,uy rvncac trtc grading/demolition permit was attained and 'to the Coachella Valley Association of Governments (CVAG) at. the address provided below. PM10.Cost Monitoring Coachella Valley Association of Governments 73-710 Fred Waring Drive; Suite 200 • Palm Desert, CA 92260 1 All projects greater than one half (1/2) acre are, also subject to SCAQMD Rules 403 and 403.1. I: G�L IRiTORHA=OB Project Developer Name: Stamko Development Co. Address:2205 Poinsettia Manhattan Phone: 310 277-3622 Project Site SE Corner Beach, :CA9( Ject Title The Centre at La .Hwy 1,11 & Adams St. Quinta Address: Tract No.: PM Acreage: 17 Grading Subcontractor (if different)' Name: Cooley Construction,. Inc. Address: • Jackson St.. Indio, CA,\92201 Phone: ( 760 )y775-5344 PHASES? YES X NO If so how many? 3 Type of Development/Project: Commercial X Single Family_ Multi Family_ Demolition Other Date of Project/Phase Start-DD:04/99Date of Project/Phase Completion:03/00 Il. COST INFORMBTIOH If actual costs are not ayailable,-please estimate to the best of your ability. 1. WA=-- Amount: Total C0st:4 000 2. BQD72HENT COSTS: _ A. ' Aater Track: Number on Site: 1 Total cast i 5 , 4 0 0 Hourly Rater Hours : 12 0 B. Street Sweeper: Number on Site: Total Cost:' Hourly Rate: Hours: C. Temporary Irrigation: Total Cost: D: Aired Fencing:• Linear Ft.: Total Cost: Cost/Ft. B. chemicaLlMaterial Stabilization: Total Cast: 1 1 , 800 ' Sq. Ft. Cost per Sq. Ft.: F. Vegetation.Coet: 'Material: Total Cost: . Maintenance: G.'Other: Tyce: Total Cost: Hourly Rate: Hours: 3. LABOR COST: Hourly Rate: Total Cost: Hours: 4.' ' ADIQ.I'iISTRATION COSTS: Total Cost: 1 500 III. Tor= COSTS Add items 1 - 4 for total cost. 'TOTAL COST:, $ 2 2 , 7 0 0 ?LZME RETURN FORM AT COMPLETION. OF PROJECT OR ?*EASE OR ANNUALLY FROM THE I DATZ.OF ?ROJECT/?EASE START OP. 3131 /94 l Medium -Large Scale Construction/Demolition Projects (Greater than 5 acres), Fugitive Dust (PM10) Mitigation Plan Date: `� a 9 Jurisdiction: 6 Ou►A►r-,A Project File #: Part I Project Information P4 JTR 28SZS Please provide the information below as completely as possible even if it has already been provided on, other forms related to this project. Failure to provide complete information or provision of inaccurate information may delay the processing of your Fugitive Dust '(PM10) Mitigation Plan (Plan). It is recommended that you submit your Plan concurrent with your grading or demolition permit application. Project proponent: STAMKO DEVELOPMENT CO. Chris Clarke Address: 10.100 Santa Monica Blvd., Suite 400, Los Angeles, CA 90067 Day phone number: (310) 277-3622 Emergency phone number. (310) 546-3479 Grading contractor (Contact Person): COOLEY CONSTRUCTION ( Paul Cooley J Address: 43-612 N,_ Jackson St. Suite 4 Indio, ,CA 92201 Day phone number: (760) 775-5344 Emergency phone number (760) 245-1 377 Construction site street address: Construction 'site location: SE Corner Highway 111 & Adams St. (Please include an 8.5 x 11 location map) ( See Vicinity Map) Construction site assessor's parcel number (Tract #): Parcel Map 28525 Parcel (Tract) size: Acres or Square feet Anticipated date of physical project initiation: 3/1 /99 Anticipated date of project comple±ion: 11112000 . Anticipated costs for dust suppression: (Attachment B - Must also be completed and m0ed tot the appropnate address when construction activities have been completed) 1 All projects greater than one half (1/2) acre are also subject to SCAQMD Rules 403 and 403.1. a, I Earthwork Information (AcreaEe1Cuhic Yards)• Project Area: 17 Acres Total Disturbed Surface Area: Cut: 63,128 Cu Yds . Fill: 66,008 Cu Yds . Import: (2,880) Export: 17 Acres Phasing ot'Earthwork: Date Date Phase I Grading (Acreage): IFrom: To: Phase II Grading(Acreage): From: To: Phase III Grading(Acreage): From: To: Phase IV Grading(Acreage): From: To: (Attach additional information if necessary) Part 2 -.Fugitive Dust Control Actions From the inventory of fugitive dust control measures provided in Attachment A, please indicate which measures are to be implemented during the project by placing the corresponding letter beneath the following sources. In addition, please indicate at which phase the measure will be implemented, either at Rough Grading (RG), Finish Grading (FG), or Final Construction (FC). Demolition projects should only indicate measures in the Rough Grading (RG) column. After indicating what measures are to -be implemented, complete the "Details" section by describing how and when the measures are to be implemented Source Details (ex., frenuencr of application number and type or dust control implements Vo. RG FG EC- etc. Please be as specific as possible) 1 X _ _ A,B,D,E Daily watering, all haul, vehicles to be covered and wheels washed prior to leaving site. Borrow area will be chemically stabilized. 2 X _ _ H - unpaved on site haul roads to be watered daily: (Use copies of this page if additional space is needed) Source Details (cx-- frequency of application number and tine or dust control implements No. etc. Please be as sRairic as possible) 4 X _ _ Q & R All haul..trucks shall .be covered once vehicle is full. Wheels to be washed prior to leaving site. Paved roads to be swept and cleaned daily. 5 X; Pads 1-'3 shall •be stab,il-ized with sufficient watering until precise grading is initiated. ATTACHMENT A -REASONABLY AVAILABLE CONTROL MEASURES The left column contains the sources of fugitive dust which are intended for emission control under the Ciry s dust control ordinance. The two right columns contain an inventory and description of reasonably available fugitive dust control measures for each of the sources. Please,use this information as a guide when preparing a Fugitive Dust (PM10) Mitigation Plan. (Source No) Reasonably Available Source Control Measures Comment (L) Land (A) Watering o Application of water by means of truck, hoses and/ Clearing/ or sprinklers prior to any land clearing or earth Earth- movement will increase the moisture content thereby moving increasing stability of material o Once the initial land clearing/earth movement activities are complete, a second round of watering can generate a thin crust which stabilizes the disturbed surface areas provided - that it is not disturbed o Security fencing can be used to prevent unwanted future disturbances of sites where a surface crust has been created (B) Chemical stabilization o, Only effective in areas which are not subject to daily disturbances o Vendors can supply information on product application and required concentrations (C) Wind fencing o Three to five foot barriers adjacent to roadways or urban areas can be effective in reducing the amount of wind blown material leaving a site o Should be used in conjunction with othcr measures (D) Cover haul vehicles o Entire surface area should be covered once vehicle is full (E) Wheel washers o Should be placed where vehicles exit unpaved areas onto paved areas o System can be adjusted to spray entire vehicle, including stored bulk material in haul vehicles (2) Unpaved (F) Paving o Requires street sweeping/cleaning if subject to material Roads accumulation (G) Chemical Stabilization o Vendors can supply information as to application methods and concentrations o Not recommended for roads with high volumes or those used for heavy equipment (H) Watering o In sufficient quantities to keep surface moist o Required application frequency will vary according to soil type, weather conditions, and vehicular use (Source No) Reasonably Available Source Control Mensurts (2) Unpaved (1) Reduce speed limits Roads . (Cont'd) (J) Reduce vehicle trips ------------ (3) Storage Piles ------------- (4) Paved Road, Tract: -out Comments o 15 mile per hour maximum o Access restriction or redirecting traffic to paved roads in order to reduce vehicle trips by a minimum of 60 percent ---------------- — Wind sheltering o Choices include silos or enclosures o Enclosures should'consist of three sided barriers equal to height of material with no more than 50 percent porosity (L) Wet suppression o Application methods include: spray bars, hoses and water trucks o Frequency of application will vary on site specific conditions (M) Chemical suppression, o Best for use on storage piles subject to infrequent disturbances (N) Altering loadin/loadout o Confine loadin/loadout procedures to leeward (downwind) side procedures of the material o Most -effective when used in conj unction. with wind sheltering (0) Coverings o Tarps, plastic, or other material can -be used as temporary coverings o When used, these should be anchored to prevent wind from removing coverings ------------ =--------------------------------------- -------------------------------------------- I ---------- -------------- (P) Wheel washers o Should be placed where vehicles exit unpaved areas onto paved areas o System can be adjusted to spray entire vehicle, including stored bulk material in haul vehicles (Q) Sweep/clean roadways o Either sweeping or water flushing may be used (R) Cover haul*vehicles o Entire surface area should be covered once vehicle is full (S) Disturbed (S) Chemical stabilization o Vendors can supply information on methods for application and Areas/ required concentrations Inactive Construction Sites (T) Watering o Would require frequent applications unless a crust can be developed over the site (U) Wind fencing o Three to five foot barriers adjacent to roadways or urban areas can be effective in reducing the amount of wind blown material leaving a site o Should be used in conjunction with other measures (V) Vegetation o Establish as quickly as possible when active operations have establishment ceased o Use of drought tolerant, native vegetation is encouraged ATTACHMENT B - COST INFORMATION Nledium-Large Scale Construction/Demolition Projects (Greater than S acres), Fugitive Dust (PM10) Mitigation Plan Date: e/ la19 9 _ Jurisdiction: 619© V,,/n 4 Project File #: 71x2 z -orzs- 99-6� . Project proponent: STAMKO DEVELOPMENT CO. (Chris Clarke Address: 10100 Santa Monica Blvd., Suite 400, Los An CA 90067 Day phone number. (310) ' 277-3622 Emergency phone number: 310.546.3479 In the space provided below please list the costs associated with implementation of all dust control measures. The information provided below should include all implementation costs (including labor) for dust control throughout the project. Not all measures listed below will ` apply to all projects. Watering: Chemical stabilization: Wind fencing: Covering haul vehicles: Wheel washers: Street sweeping: Paving: .Wind sheltering:' Coverings: Vegetation'reestablishment:` nJItl prujecr compterton uiese recoras shalt be transnuttea to the City where the grading demolition permit was attained and to the Coachella Valley Association of Governments (CVAG) at the address provided below. PM10 Cost Monitoring Coachella Valley Association of Governments 73-710 Fred Waring Drive, Suite 200 Palm Desert, CA 92260 1 All projects greater than one half (1/2) acre are also subject to SCAQMD Rules 403 and 403.1. W For Clty Use Only Based on all of the provisions contained in this Fugitive Dust (PM 10) Mitigation Plan the Plan is: ♦ i V Approved, - YX Conditionally approved (Conditions specified below) ' Denied (Explanation attached) Signature of City Representative (Date) The following conditions of approval have been added to the Plan by staff in order to ensure an adequate level of fugitive dust control �' S�£� �T7'.tuut� aotio�T7,)ivS' 4 • (Attach additional information if necessary) I have read the above conditions of the Fugitive Dust (PM10) Mitigation Plan and I agree to implement o7 provisions at the concentrations and frequencies identified. 3� �gnature ot Owner or Authorized Representative. ate r - r CONDITIONS FOR FDCP APPLICATION 99-67: STAMK® DEV'T; ± 17 ACRES PARCEL MAP 28525; S/E/C. HWY. 111 /ADAMS ST. GENERAL: 1 . Applicant .shall comply with all control measures as set forth in the approved application for FDCP 99=67, and the following conditional measures. This dust control plan approval shall also apply to any haul/encroachment permit(s) issued by Public Works. Where conflicts arise, the Public Works Director shall determine the appropriate controlling provision. 2. The full amount of security furnished (to be determined by Public Works) for the approved FDCP shall be available to the City for any measure(s) deemed necessary by the City to achieve adeq'uate dust control, whether or not such additional measures are included in this application.. Form of security shall be determined by Public Works. Any requests for bond amount revisions must be made in writing to the Public Works Director. 3. Applicant shall submit documentation for all costs incurred for dust, control measures assumed during all ,pre -grade and grad.ing construction activity. Said records shall be submitted within 30 days after completion of all dust control measures as outlined in and conditioned upon. the plan, or upon any request for release/reduction in posted security: Documentation shall include a completed PM 10 Program Report Form.. Security may. be withheld pending submittal of this information. Applicant shall have completed all dust control measures, as verified by the assigned field inspector, prior to any release of posted security. 4. The contractor/vendor responsible for provision of all soil stabilizing agents shall submit -the appropriate Material Safety Data Sheet(s), along with approval from the Water Quality Control Board, to the Public Works Department prior to any .site application. Application of stabilizing agents must be in compliance with NPDES and the state Water Quality Control Board requirements. 5. Adequacy of all proposed and conditional stabilization measures shall be ' determined by the assigned grading inspector. The City may release a portion of the bonded amount to the applicant for any remedial• measures beyond those .identified or conditioned upon the project, which the City deems necessary in the event such approved measures are not effective. Enforcement of these conditions shall be at the discretion of the assigned grading inspector, who shall monitor and field verify that the spirit and intent of the FDCP and its attached conditions are being complied with. Adjustments to application frequencies, quantities and other aspects of this FDCP may be made by'the inspector, at -his/her discretion, in order to assure compliance. .! 6. The conditions applied to this dust control plan are anticipated to cover the full range of construction operations associated with development of Phase 1, Pads 1 - 3. The approval provisions and conditions for this FDCP shall remain in effect for the duration of all construction undertaken within the subject 17-acre area. Any limitations on daily disturbed acreage set forth in the project EIR Mitigation Monitoring Program shall be adhered to. This approval is applicable for Phase 1 area grading only; subsequent FDCP approvals will be required for additional phases, or this plan may be amended to include said phases. Transfer of any real property or other interests with respect to this project will have no effect on the validity of this plan approval or conditions. Implementation of all measures as proposed and conditioned shall be carried out for the duration of all construction activities, to the. extent they are 'applicable. However, nothing herein shall preclude any future interest from filing a revised FDCP with the City for any portion of the site. 7. Approval of this FDCP does not in and of itself constitute or otherwise authorize any site disturbance, preparation or construction. The developer is required to obtain all necessary permits and clearances as set forth in any development approvals issued and currently in effect pertaining to this site. This includes any type of testing, monitoring or sampling required as a condition of development approval, such as that conducted for archaeologic, hydrologic and geologic reporting purposes. SITE DEVELOPMENT: 8. Pre -watering of all areas proposed for grading shall be in accordance with recommendations of the grading contractor, based on the area soil conditions as described in the associated soils report(s). At a minimum, pre -watering time shall be three consecutive days. 9. Track -out and other accumulation of soil material(s) onto any paved areas outside the limits of grading shall be minimized. Wheel washers shall be utilized as set forth in the FDCP. Any unpaved construction exit/entry point along existing paved roads/areas shall be improved with pavement; aggregate base or similar material, for a distance of 120' from the pavement edge into the site to minimize track -out. Wet sweeping/flushing (dry -sweep not permitted) of soil accumulations from all paved areas shall be conducted daily, and kept damp during construction hours until so removed. . 10. All unpaved construction access and travel ways within the site shall be prepared for traffic prior to commencing grading activities and kept watered down and compacted to retain moisture content during all construction traffic/activity, including building construction. At a minimum, temporary construction travel ways shall be improved to a 20-foot width. All unpaved road lengths shall be watered each day, prior to .and at intervals during any traffic activity, and at the end of the day after all activity has ceased. All track - out. shall be removed as per Condition #9. 11. FDCP 99-67 indicates 2,880 CY import will be necessary. Any on -site transported soils and .stationary storage piles shall be sufficiently stabilized, watered down and/or covered as appropriate. Minimum freeboard shall be as established by the Public Works Department. , Any borrow areas shall be routinely watered and chemically stabilized. after borrow activities to mitigate airborne dust. Off -site borrow areas outside the City limits shall have appropriate approvals from the applicable jurisdiction(s). All. vehicles accessing any paved area from active grading areas shall have wheels cleaned of excessive soil accumulations. 12. All on -site temporary employee facilities (sales, construction, equipment storage/staging, etc.) shall be provided with paved, compacted or otherwise stabilized parking and access during their operation, with those improvements to be constructed/installed to the applicable Public Works Department standards. This requirement shall apply to any approval for such facilities under a minor use or other permit process. 13. If approved on -site roadways or parking areas are constructed to ultimate design prior to completion of construction activities, then traffic and parking shall be limited to those paved areas as feasible. No vehicular parking or traffic of any kind is permitted on or over any previously stabilized or other inactive soil areas. 14. Disturbed but inactive development areas subject to additional grading or building construction within 30 days of completion of the initial disturbance, shall be watered daily in conjunction with watering of access roads and developing areas, unless an appropriate dust suppressant as defined in Chapter 6.16 of the LQMC and approved by the California Water Quality Control Board, Region 7, has been applied in lieu of daily watering. All disturbed areas where no further grading,, construction or other land disturbance will occur for at least 30 days, shall be stabilized with an appropriate dust suppressant no later than four days after completion of the initial grading. These areas shall be staked, posted or otherwise restricted in order to prevent any access on or across them. 15. Construction activity associated with this project will occur .during high wind activity (February through .June) in the Coachella Valley. All disturbed areas shall be watered daily at appropriate intervals. At least one water truck shall be stationed on -site on weekends and holidays. All security and construction personnel shall be alerted to the need for dust control and'instructed to monitor graded areas for wind -generated dust as part of their routine duties. On Sundays, holidays and other non-con'struction days, personnel shall be on - call for emergency watering in the event of high winds. Additionally, during all grading operations, an appropriate individual shall be assigned to monitor wind. conditions on a daily basis. This 'shall be done by utilizing wind forecasts available from the South Coast. Air Quality Management District (SCAQMD). Wind forecasts can be obtained by dialing" 1-800-CUT-SMOG and following menu options for Air Quality and High Wind and Dust., The individual shall access this information priori to daily grading and other. land disturbance activities. In the event that winds are forecast to exceed 25 MPH (403.1 High Wind Day), all construction activities and on -site traffic shall be closely monitored to insure compliance with the FDCP..•'The individual shall coordinate with the 'assigned inspector on adequacy of current dust control measures and any additional measures potentially necessary. t• r • M