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3323NOTE f With proper validation this form constitutes an encroachment permit 0 0 CITY OF LA QUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) 9For 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 DATE: 10/17/.00 Subdivision Improvement Permit — Class II I Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION Parcel Map 29736 Washington & Hwy 111 (Street address or Description of Location) PURPOSE OF CONSTRUCTION Rough grading Sketch (attach construction plans if appropriate) DESCRIPTION OF CONSTRUCTION Mass grading & demo of See Attached Conditions DIMENSION OFIINSTALLATION OR,REMOVAL SIZE OF EXCAVATION, IF NEE'bED APPROXIMATE TIME WHEN WORK WILL BEGIN 9/20/00 APPROXIMATE TIME'OF COMPLETION 11/1/00 ESTIMATED CONSTRUCTION COST $ 347.000 (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 asA _result of this work. Signature of Applicant or Agent Madison Develonlment 936 N. Mountain Ave.. Ontario, CA 91762 909-933-9118 Name of Applicant (please print) Business Address Telephone No. California Infrastructure 77-670 Springfiel-d Lane. Palm DasArt. CA 360-7994. Name of Contractor and Job Foreman Business Address Telephone No. 469553 Contractor's License No. City Business License No. Certificate on file Applicant's Insurance Company Policy Number FEES: Subdivision I�_#Affy mprovement 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 Inspection Fee $ 4*540 10tell Permit Fee 100 Penalty Cash Deposit -Surety Bond if required TOTAL Receipt No. nlancheck (3.750) credit Received by Date OCT 2 3 2000 (-)ko dyTY. Ue LA C� wn PERMIT VALIDATION PERMIT NO. 3323 DATE APPROVED 10/17/00 EXPIRATION DATE 10/17/01 DATE I SUED 0/17/00 gy I Ad Knistrative Authority Recorded by Telephone: (760) 777-7075 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 DATE 10/17/00 LOCATION OF CONSTRUCTION Parcel Map 29736 Washington & Hwy 111 (Street address or Description of Location) PURPOSE OF CONSTRUCTION Rough grading DESCRIPTION OF CONSTRUCTION Mass grading & demo of rock face i DIMENSION OF)INSTALLATION OR REMOVAL 7 acres SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN 9/20/00 APPROXIMATE TIME OF COMPLETION 1.1/1/00 ESTIMATED CONSTRUCTION COST $ 347.000 (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) Subdivision Improvement Permit — Class II I Minor Improvement Permit Class IV In consideration of the granting of this permit, the applicant hereby agrees to: Sketch (attach construction plans if appropriate) See Attached Conditions 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 Madison Develotament 938 N. Mountain Ave.. Ontario. CA 91762 909-933-9118 Name of Applicant (please print) Business Address Telephone No. California Infrastructure 77-670 SDrinRfiel,d Lane., Pslm Desert. CA 360-7994 Name of Contractor and Job Foreman Business Address Telephone No. 469553 Contractor's License No. City Business License No. F Certificate on file Applicant's Insurance 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 Inspection Fee Permit Fee $ 184l�►D 100 11 Penalty Cash Deposit -Surety Bond if required vlancheck (3.750) credit TOTAL: $ `D' Receipt No. Received by Date OCT 2 3 2000 �1 Ut= LA QUII'�11 323 PERMIT VALIDATION PERMIT NO. 3323 DATE APPROVED 10/17/00 EXPIRATION DATE 10/17/01 DATEASU/ED' �0/17/00 ! Administrative Authority 6.11 Recorded by Telephone: (760) 777-7075 RECEIVED S E P 0 5 200'9 PUBLIC WORKS NOTE: With proper validation this form constitutes an CITY OF LA OUINTA encroachment permit 9 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 10 `( 7 DATE: `" O O Subdivision Improvement Permit — Class III Minor Improvement Permit Class IV L®®O��CATI OF CONSTRUCTION 'y C1 ,S T a±04J c:Ii- A \V\, (Street address or Description of Location) P OSE OF ONSTRUCTION �4 N VVDESCCRIIPT10NOF COYVRU Ip�l VV11 'C o c tide r - DIMENSION OF IJ14�STALLATION OR REMOVAL N�'!n) Sketch (attach construction plans if appropriate) SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN APPROXIMATE TIME OF COMPLETION I ! O ESTIMATED CONSTRUCTION COST $ O O (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, harmbn from and against any and all penalties, liabilities or Ion resulting from claims or court anion and arising out of any accident, loss or damage to persons or property wa happening or octrirg as a proximate molt of any work undertaken under the permit granted pursuant to this application. Notify the Administrdtiw Authority at bast twenty-four 124) hours in advance of the time when work will be stared. - Comply with all applicable City Ordinsnras. the tans and conditions of the permit and all applicable rules and regulations of the City of Le Quints and to pay for any additional replacement necessary as of tfi`b world of Applicant 1 Il - 41 Telephone Name of Contractor and Job Foreman Bus ness Address Telephone No. Contractor's License. No. City Business License No. (' cn%k Ft l.F -- - 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 $. - O r y `-0. Permit Fee (0 0� Penalty Cash Deposit -Surety and ` Igo) C nh 1^r if required TOTAL: $* �. Receipt No. Received by. Recorded by Date f 2774 PERMIT VALIDATION PERMIT NO. ?7 3 Z 3 DATE APPROVED (v. 17- 02 EXPIRATION DATE 10 ' 11,01 DATE ISSUED to V1 — Od By Admihhvatve Authority Telephone: (619) 777-7075 N mar-u:3-vu 1L: or vn�.t►r-,v � ,o�.a. Proposed On -Site Cost Budget Site Size 348,340 s.f. erall Cost, $ 1,305,400.00 .................. $3.75 per s. General Condition $ 91,400.00 Surveying $ 22,100.00 �- Earthwork $ ISOJ46-90 10 0 Y.- Erosion Control $ 3,000.00 --- Asphalt Paving $ 18A;68A_-GA- ((051C -- Site Concrete $ 122-ReM (,c IL -- Parking Lot Service $ 7,000.00 Sewer $ 53,000.00 Site Water $ 125,100.00 Stone Drain $ 2,000.00 -- Dry Well/ Drainage $ 31,500.00 Landscape $ =;798-w— 3s r-- Cast -In -Place Concrete $ 30,000.00 Masonry $ 22,000.00 Electrical $ 88,700.00 Distribution $ 25,700.00 CA TV/ Phone $ 20,000.00 Insurance $ 7,300.00 OH & P $ 60,000.00 Contingency $ 83,000.00 Total $ 1,305,400.00 i /'6pap0 Ia3�o0� s 3y7( 000 (V6 in d��� 'F*AAAA-1 I PTM DEVELOPMENT COMPANY ARVEST OPERATING ACCOUNT STATE BANK & TRUST 2.542 6 E. 5TH ST., STE. 700 TULSA, OK 74103 TULSA, OK 74103 .86.337 (918)582-7006 1039 ({i� G C O Date Check No. Check Amount 10/16/00 SIX THOUSAND NINE $******6960pp HUNDRED SIXTY and 06/100 DOLLARS Pa TheCITY OF LA QUINTA m Order Of y 8 lie 002542n' :L03903131?( r 1 r II AUTHORIZED SIGNATURE 9 0 0 l 19 G C i/ ° .f, q� The following General and Special Provisions are attached to and made a part of Permit No. GENERAL PROVISIONS The following shall always apply: ENROAC 1WM 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 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 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, spalled, or broken during the term of this contract, or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2') of A.C. surfacing plus appropriate seal 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 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 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: ®R� NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 48 hours in advance of starting construction. 61) 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. Tlk R3 MILITY 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 fine 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 Quinta Road Improvement Standards and Specifications,'Ordinance I461. R5 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 (11. r 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. RS 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. R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of appfication shall commply with.the manufacturer's specifications. t' R 1 COORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California or City of La Quints may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quints forces to preclude delay or interference with State of City of Le Quinta projects. R 1 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 he 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 furmsbed 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. ' Rol 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. 15 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 BACKFUX 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 to 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. RIB 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 teat 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 6.101 of the Standard Specifications, Division of Highways, State of California, dated January 1973. R1.9 COMPACTION TESTS: If so'required•by the inspector, compaction testa 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. x20 T04PORARY 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 maximum of 3000 linear feet of trench has been excavated and backfill operations completed, but in no case shatl 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. R22 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. R2 3' 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 backfilled 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 testa shall comply with Section 6.3.01 of the Standard Specifications, Division of Ilighways, State of California, dated January 1973. rj SPECIAL CONDITIONS --PERMIT NO.3323 --- MADISON 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. Madison Dev., 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. 3323 Page 1 of 4 SPECIAL CONDITIONS --PERMIT NO. 3323 --- MADISON 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 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 betaken 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. 3323 Page 2 of 4 i) r SPECIAL CONDITIONS --PERMIT NO.3323 --- MADISON 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. 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. 3323 Page 3 of 4 J SPECIAL CONDITIONS --PERMIT NO. 3323 --- MADISON 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'/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 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 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 Rough Grading improvements at Parcel 29736 per the approved plans. 19. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. Special Conditions - Permit No. 3323 Page 4 of 4 Medium -Large Scale Construction/Demolition Projects than 5 acres' Fugitive Dustter t(PM10) Migation Plan Date: 1 ; 01 Jurisdiction: Z , Q , Project File #: s? Z,700-y3 Part 1 - Project- Information �Vcp Zoo I - /OZ 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: �'�� L LQ Address: Day phone number')(,6 ���"c5 �1 Emergency phone numbec:.)�Z �-)%_562,3 Grading contractor (Contact Person): \ c Address:7�d(� Day phone number: 24j:j, Lfl,�-Icrj, I Emergency phone number: Construction site street address: L 6 Construction site location: (Please include an &5 x 11 location map 4 ;k �1N4 1 �➢ p� Construction site assessor's parcel number (Tract #): Parcel (Tract) size: -� o Armor Square feet Anticipated date of physical project initiation: l a0 d Anticipated date of project completion: �Z, ag13 Anticipated costs for dust suppression: $ 6 , <2)0 10 (Attachment B - Must,also be completed ana madea tot the appropriate address when construction activities have been completed) FE�VF JINN 2 3 2000 CITY OF LAQUINTA PLANNING DEPARTMENT 1 All projects greater than one half (1/2) acre are also subject to SCAQMD Rules 403 and 403.1. LCA 1-4 /s Earthwork Information (Acreage/Cubic Yards): Project Area: 7 ._� '\ Cut: 1 Import: r��r�ce ire Phasing of Earthwork: Total Disturbed Surface Area: Fill: Export: Date Phase I Grading (Acreage): From: i/dl Phase II Grading(Acreage): "X From: Phase III Grading(Acreage): X From: Phase IV Grad i ng(Acreage): From: (Attach additional information if necessary) Part 2 - Fugitive Dust Control Actions Date To: To: To: To: 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 (e.g., freouencv of application, number and tvne of dust control'implements. No. RG FG FC` etc. Please be as s Miiric aspossible R't C11VS —0D�Nell 6� jS �o Ccl� �S �jY U► ON 01 �0`5rA S �SW�� C)S� u�F �_ 0 1x�VA is j, 3 Qx � N -"��C l e_Qe Na ega�I � i �- t�\ c�`c i cQ 1 ��j ©`� i l 5 � r 1 — — Cb�^ ��•� ©IT by 1►rc)� S� (Use copies of this page if additional space is needed) Source Details (e.g.. frequency of application. number and bW of dust control implements. No. RG FG LC etc. Please be as specific as possible) S 1 X, o� U�1J6� Part 3 - Agreement I certify that the information contained in this Fugitive Dust (PM10) Mitigation Plan is true and accurate and that all measures specified in Part 2 will be implemented during project construction. I authorize the City of La Qu i nta to enter the above mentioned property for inspection and/or abatement purposes, and I agree to hold harmless the City and its representatives from liability for any actions related to this project. I also agree to complete the record -keeping requirements included herein as Attachment B; once the project has been completed. I have read the conditions of the Fugitive Dust (PM10) Mitigation Plan and the owner has authorized the implementation of all its provisions throughout proiect buildout. ATTACHMENT A - REASONABLY AVAILABLE CONTROL MEASURES The left column contains the sources of fugitive dust which are intended for emission control under the City'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 Comments (1) 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 other 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 e)dt unpaved areas onto paved areas o System can be adjusted to spray entire vehicle, including stored bulk material in haul vehicles (1) 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 Sou Control Measures (2) Unpaved (I) Reduce speed limits Roads (Cont'd) (J) Reduce vehicle trips (3) Storage (K) Wind sheltering Piles (L) Wet suppression (M) Chemical suppression ommen 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 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 o Application methods include: spray bars, hoses and water trucks o Frequency of application will vary on site specific conditions 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 conjunction 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 (4) Paved (P) Wheel washers o Should be placed where vehicles exit unpaved areas onto paved Road areas , Track -out 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 vehicic is full ------------------------ (5) 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 Medium -Large Scale-Construction/Demolition Projects than 5 acres' Fugitive Dustter (PM10) Mit gation Plan Date: Jurisdiction: Project File #: Project proponent: q 1� L�C Address: Li 5, cI Day phone number. <Q.ci5L41 Emergency phone numberi)60 J-� c� GG� 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: S��e Wind fencing: Covering.haul vehicles: o Cs. o Wheel washers: Street sweeping: �� �u o s v Paving: �'6 CG ' �e ��r Wind sheltering: Coverings: 1 Vegetation reestablishment: Alter project completion these records shalt be transmittea to [lie c,cty where uie 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. PM 10 Program Report Form I - GEaEMRAL n0?oRb8TIo6 y� 1 \ Project Developer! Name: 1 a,g )sa"4 1 m '�°��t�, Address: qG %� z c Phone:xV <W Project Project Title Address: Traci No.: Acreage: %qC Grad i nq Subca Of dif ferent ) Name • �oQ�, � � Address: o Phone: " PEASES? =S NO_'Z If so how many? Type of Development/Project: C.scial Single Family x„1ti Family Demolition Other Date of Pro jecr/Phase'Start-ao: Date of Project/Phase Comflletion: II. COST Z UWHATICN •may: ti If actual costs are not available, please estimate to the best of your ability. I. RA=: Amount: Total Co 0.�4� 2. BQU:�P T COSTS: _. A. Rater Traci:. Number on Site: Total Cost:��,�� _ Hourly Rate: Hours: B. Street Sweeper: Number on Site: Total Cost: Hourly Rate: Hours: C. Temporary Irrigation: Total Cast: D. Rind Fencing: Linear Ft.: Total Cost: Cast/Ft. B. Chemical/Material Stabilisation: Total Cost: Sq. Ft. Cost per Sq. Ft.: F. Vegetation Cost: Material: Total Cost: Maintenance: G. other: Type: Total Cost: Hourly Rate: Hours: 3. LABOR COST: Hourly Rate: Total Cost: Hours: 4. ADM=NISTRATION COSTS: Total Cost:.' III. TOTAL COSTS: Add items 1 - 4 for total cost. TOTAL COST: PLEASE RETURN FORM AT COMPLzTloN OF PROJECT OR ?EASE OR ANNUALLY FROM TEE DA2? OF ?ROJzCT/?EASE START up 3131 /94 . t4 PREST VUKSIC ARCHITECTS A plopossIONAI COAPOOATION ■1.1ON 11•( o d led -pro —of = r+.o AOL. cma co in N G O (O O i N N N r-. cif N O O CL Ma" m POW NM OF HPU MYAT M C O WA9*IOTON BTFMT •91 U OWN C&FaMA A 0 caucoqu& BI'"T-,w OfOA� OT O00 o�On�cw o� a.a�aw o! ®r_ O� AUP (Attach additional information if necessary) e read the above conditions of the Fugitive Dust (PM10) Mitigation Plan and I agree :.3-6= A to implement of all provisions at the concentrations and uuti-11-i-3 --- ..... or Authorized Representative (bate CONDITIONS FOR FDCP APPLICATION 2001-102: POINT HAPPY CENTER - SP 2000-043 MADISON/LA QUINTA L.L.C. GENERAL: .1. Applicant shall comply with all control measures as set forth in the approved application for FDCP.2001-102, 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 adequate 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 grading 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 any approved soil stabilizing agent(s) shall submit a Material Safety Data Sheet, along with approval from the Water Quality Control Board, to the Public Works Department prior to any site application(s). Application of stabilizing agents must be in compliance with NPDES and 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 all 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 grading operations as presented in FDCP 2001-102 for the subject property. The provisions and conditions for FDCP 2001-102 shall remain in effect for the duration of all grading construction undertaken within the area proposed for grading. Transfer of any real property or other interests with respect to this project will not affect the validity of this plan approval or conditions. Implementation of all proposed and conditional measures shall be carried out for the duration of all grading construction activities, as 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 a permit, 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 requirements of the Public Works Department, based on the area soil conditions as described in the associated soils report(s). 9. Track -out and other soil accumulation onto any paved areas outside the limits of grading shall be minimized. Track out shall be removed from Washington Street on a daily basis, by water flushing and wet sweeping methods on an as - needed basis. No vehicular traffic may access Highway 111. The unpaved construction exit/entry point along Washington Street 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 ways within the site shall be kept watered down and compacted to retain moisture content during all construction traffic/activity, including building construction. At a minimum, temporary access ways shall be improved to a 20 foot width. All unpaved road lengths shall be watered each day, prior to and at intervals during traffic activity, and at the end of the work day. Track -out shall be removed per Condition #9. 11. FDCP 2001-102 indicates balanced grade work. Any on/off-site soil transport and stationary storage piles shall be sufficiently stabilized, watered down and/or covered as required. Minimum freeboard shall be as established by the Public Works Department. 12. Any 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/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 undisturbed 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 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 dust suppressant, or by establishment of vegetation, 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 seasonal high wind activity in the Coachella Valley. All active graded areas shall be watered daily at appropriate' intervals. At least one water truck shall be stationed on -site at all times. All security and construction personnel shall be alerted to the need for dust control and instructed to monitor graded areas and report all problem dust conditions as part of their routine duties. 16. All dust control measures are to be implemented on a 24/7 basis, independent of construction time limitations. Personnel shall be on -call at any time for emergency watering in the event of high winds. Additionally, during all grading operations, an appropriate individual shall be assigned to monitor wind conditions. 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 daily, prior to commencing construction 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. Said individual shall coordinate with the assigned inspector on adequacy of current dust control measures and any additional measures potentially necessary. If such measures are ineffective in minimizing airborne dust, then grading activity shall cease until high wind conditions subside or other effective dust control measures are employed to allow grading to continue. W t->\ ' (��s�►�� � 3323 Medium -Large Scale Construction/Demolition (Greater than 5 acres), Fugitive Dust (PM10) Mitigation Plan Date: Z3 01 Jurisdiction: L_ Q , Project File #: V Zoa°-y3 Part 1 - Project Information Aocp Zoo t -!oZ 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: lh 6 L LC Address: Day phone number:)(6 Emergency phone number":.) Grading contractor (Contact Person): \ Address:7�d(o� ��u� ��d ► �� v b� Day phone number: [�1 ! Emergency phone number: Construction site street address: i Construction site location: (Please include an U x 11 location map `k _a cW iwA It.11 *J Construction site assessor's parcel number (Tract #): Parcel (Tract) size: 03 Acres or Square feet Anticipated date of physical project initiation: 1. �� 4 Anticipated date of project completion: �� 1 Anticipated costs for dust suppression: $ I' 6 , 00 a (Attachment B - Must:also be completed and mailed tot the appropriate address when construction activities have been.completed) Fff JAN 3 20Q0 1" Pu MANNA DEPARTMEo- 1 All projects greater than one half (1/2) acre are also subject to SCAQMD Rules 403 and 403.1. E . Earthwork Information (Acreage/Cubic Yards)• Project Area: 7 .-� Cut: Phasing of Earthwork: Total Disturbed Surface Area: Fill: Export: Date Phase I Grading (Acreage): ro From: i/dl Phase II Grading(Acreage): C From: r Phase III Grading(Acreage): 1�From: Phase IV Grading(Acreage): From: (Attach additional information if necessary) Part 2 - Fugitive Dust Control Actions Date To: To: To: To: ��-��6� 0) 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 (e.e.. frequency of analication number and type of dust control'implements No. RG FG EC etc. Please be as specific as possible) �jy V.► ON OI �f c5� 5 ��� F vli p 1 � �O -VA S 5 LNC-NS u �X U-� e V ��`� ��C �`c l ��►C� Na (v�al�c � � 1 �• �v 7 5A U �rn 6 (Use copies of this page if additional space is needed) Source Details (e Q.. frequency of application. number and type or dust control implements No. RG FG FC etc. Please be as specific as possible) LI t. v ON ��Q�C-A Part 3 - Agreement I certify that the information contained in this Fugitive Dust (PM10) Mitigation Plan is true and accurate and that all measures specified in Part 2 will be implemented during project construction. I authorize the City of La Qu i nta to enter the above mentioned property for inspection and/or abatement purposes, and I agree to hold harmless the City and its representatives from liability for any actions related to this project. I also agree to complete the record -keeping requirements included herein as Attachment B; once the project has been completed. or Authorized Representative Wa I have read the conditions of the -Fugitive Dust (PM10) Mitigation Plan and the owner has authorized the implementation of all its provisions throughout project buildout. C /_4�/ N w nature of uraaing Contractor or Authorized Representative (It not the same as above) ATTACHMENT A - REASONABLY AVAILABLE CONTROL MEASURES The left column contains the sources of fugitive dust which are intended for emission control under the City'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 Comments (1) 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 other 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 eadt unpaved areas onto paved areas o System can be adjusted to spray entire vehicle, including stored bulk material in haul vehicles (1) 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 Sou Control Measures (2) Unpaved (I) Reduce speed limits ommen o 15 mile per hour maximum Roads (Cont'd) (J) Reduce vehicle trips o Access restriction or redirecting traffic to paved roads in order to reduce vehicle trips by a minimum of 60 percent ------------------------------------------------------ --------------------------- ------------- (3) Storage (K) Wind sheltering o Choices include silos or enclosures Piles 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 conjunction 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 ------------ ------------------------------------------------- 7----- -------- (q) Paved (P) Wheel washers o Should be placed where vehicles exit unpaved areas onto paved Road areas Track -out 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 Medium -Large Scale Construction/Demolition Projects than 5 acres' Fugitive Du tter (PM10) M t gation Plan Date: .Jurisdiction: Project File #: Project proponent: q ` 1� Luz . Address: Ll �, 7 Day phone number.�,p _9�3L-o Emergency phone number:766 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: ' o a� G Chemical stabilization: S��e Wind fencing: Covering haul vehicles: Wheel washers: Street sweeping: AC �� . o S _kw Cl�q Paving' `�6 S c CG Wind sheltering: v p cjc� 6 Coverings: Vegetation reestablishment: After project completion these records shalt be transmitted to the Gity where Me gradineedemolition 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. . r PM 10 Program Report Form 1. GFNXREL DIFORdATIott , \ Project Developer Nam �-�-C- Address: Lj�- �} ��� c Phone: �V _ -9'G Project Site�f+S%��5�`'�l��l�wo�► I1J Project TIt.18"N i WAV Address: 5 • Tract No.: Acreage: %qC Gra Subca�� (' f different) Address: Phone: " PEASES? YBS 30 If so how many? Type of Development%Project: Cnmmercial�L Single Family Ift lti Family_ Demol.itic=7 other Date of Project/Phase Start -Up: Date of Project/Phase Completion: II. COST INFORMATION If actual costs are not available, please estimate to the best of your ability. 1. WATffit: Amount: Total CoA: 2 . SQQ 2)HENT COSTS: A. Water Truck: Number on Site: Total Cost:C�;,�d Hourly Rate: Hours: B. Street Sweeper: Number on Site: Total Cost: Hourly Rate: Sours: C. Temporary.Ir_igation: Total Cost: D. Wind Fencing: Linear Ft.: Total Cost: Cost/Ft. B. Chemical Material Stabilisation: Total -Cost: Sq. Ft. Cost.per Sq. Ft.: F. Vegetation Cost: Material: Total Cost: Maintenance: G. Ot ier: Type: Total Cost: Hourly Rate: Hours: 3. LABOR COST: Hourly Rate: Total Cast: Hours: 14. BDM=STRATION COSTS: Total Cost: =1. TOTAL COSTS: Add items 1 - 4 for total cost. 'L`oML COST: d. ,0 ?rLZASS RETURN FORM AT COMPLZTION OF PROJECT OR ?EASE OR ANNUALLY FR_ OM THE DATE OF ?ROJe CT/?EASE START up 3131 /94 . J4 �P '( flu PREST VUKSIC ARCHITECTS A ►oo►slaIOINL co"FIGOATIOII ►u.1m - •01.. OOL lri r Ifl N O O O N N N M N O O HAPPY s POINT mcOFFMWAYv c o WA9 Pial;M STREET CL u MW4 CAL :MM A O SM PLAN mcalaa. Be,"r-a �.11...0. or m 1 c ova. A1.19 -:For City Use Only `'Based on all of the provisions contained in this Fugitive Dust (PM10) Mitigation Plan the Plan is: Approved Conditionally approved (Conditions specified below) Denied (Explanation attached)' Signature of City Representative (Date) (Attach additional information if necessary) ve read the above conditions of the Fugitive Dust (PM10) Mitigation Plan and I agree to implement of all provisions at the concentrations anu LIrgUUIIW--3 IUI-LI►L.,�... ture of Owner or Authorize Representative CONDITIONS FOR FDCP APPLICATION 2001-102: POINT HAPPY CENTER - SP 2000-043 MADISON/LA QUINTA L.L.C. GENERAL: 1. Applicant shall comply with all control measures as set forth in the approved application for FDCP.2001-102, 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 adequate 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 grading 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 any approved soil stabilizing agent(s) shall submit a Material Safety Data Sheet, along with approval from the Water Quality Control Board, to the Public Works Department prior to any site application(s). Application of stabilizing agents must be in compliance with NPDES and 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 all 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 grading operations as presented in FDCP 2001-102 for the subject property. The provisions and conditions for FDCP 2001-102 shall remain in effect for the duration of all grading construction undertaken within the area .proposed for grading. Transfer of any real property or other interests with respect to this project will not affect the validity of this plan approval or conditions. Implementation of all proposed and conditional measures shall be carried out for the duration of all grading construction activities, as 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 a permit, 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 requirements of the .Public Works Department, based on the area soil conditions as described in the associated soils report(s). 9. Track -out and other soil accumulation onto any paved areas outside the limits of grading shall be minimized. Track out shall be removed from Washington Street on a daily basis, by water flushing and wet sweeping methods on an as - needed basis. No vehicular traffic may access Highway 111. The unpaved construction exit/entry point along Washington Street 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 ways within the site shall be kept watered down and compacted to retain moisture content during all construction traffic/activity, including building construction. At a minimum, temporary access ways shall be improved to a 20 foot width. All unpaved road lengths shall be watered each day, prior to and at intervals during traffic activity, and at the.end of the work day. Track -out shall be removed per Condition #9. 11. FDCP 2001-102 indicates balanced grade work. Any on/off-site soil transport and stationary storage piles shall be sufficiently stabilized, watered down avid/or covered as required. Minimum freeboard shall be as established by the Public Works Department. 12. Any 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/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 undisturbed 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 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 dust suppressant, or by establishment of vegetation, 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 seasonal high wind activity in the Coachella Valley. All active graded areas shall be watered daily at appropriate intervals. At least one water truck shall be stationed on -site at all times. All security and construction personnel shall be alerted to the need for dust control and instructed to monitor graded areas and report all problem dust conditions as part of their routine duties. 16. All dust control measures are to be implemented on a 24/7 basis, independent of construction time limitations. Personnel shall be on -call at any time for emergency watering in the event of high winds. Additionally, during all grading operations, an appropriate individual shall be assigned to monitor wind conditions. 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 daily, prior to commencing construction 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. Said individual shall coordinate with the assigned inspector on adequacy of current dust control measures and any additional measures potentially necessary. If such measures are ineffective in minimizing airborne dust, then grading activity shall cease until high wind conditions subside or other effective dust control measures are employed to allow grading to continue.