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3002NOTE: With proper validation this form constitutes an encroachment permit CITY OF LA QUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS DATE:7/15M LOCATION OF CONSTRUCTION Subdivision Improvement Permit — Class I II Minor Improvement Permit Class IV --7(Z�T Zq v (Street'add1ress or Description of Location) PURPOSE'OF CONSTRUCTION ROVrr E (4i2A27%7 ` DESCRIPTION OF CONSTRUCTION Sketch (attach construction plans if appropriate) SEE A?Ti1C.FP1) CC3'IDITIDNS DIMENSION OF INSTALLATION OR REMOVALArr" SIZE OF EXCAVATION, IF NEEDED it'i/A APPROXIMATE TIME WHEN WORK WILL BEGIN 7/1f)/P, APPROXIMATE TIME OF COMPLETION 15 DAY 1 071 D"Iny/11DOO ESTIMATED CONSTRUCTION COST $- (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the resul of this work. Signature of Applicant or Agent 20700 W?,U� DLL 21T71)P 0, a a(mrom—nci Name of Applicant t� (please print) III Business Address Telephone No. WILOCIPLM, 'V(1.� 11, CC'A-2. 737CO �50Y 1 P 1 CA.. (760) r 6f-'+,t nnpie Name of Contractor and Job Foreman Business Address Telephone No. 513112 n GLP-155 Contractor's License No. 0 76. ,) City Business License No. Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit —Class III Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor Improvement Permit — Class IV: See attached schedule Inspection Fee Permit Fee $ rift. 10 Penalty ! J1,(:ls'C' ,7, (1, .5I�V) f r^^ ,`I: `7 Cash Deposit -Surety Bond if required As TOTAL: Receipt No. Received by Date PERMIT NO. v% 1 PERMIT VALIDATION 3�)2 DATE APPROVED EXPIRATION DATE DATE ISSUED ;Administrative Authority Recorded by 11Telephone: (619) 777-7075 The following General and Special Provisions are attached to and made a part of Permit No. DO GENERAL PROVISIONS The following shall always apply: ENROACHMENI'• 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 -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 shallconsist of one coat of two inches (2") of A.C. surfacing plus appropriate seal cost as specified above. PROTECMON•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 per 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. UTHXrY 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. UTHM CLEARANCE: (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. . R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with inches of A.C. paving placed on inches of class aggregate subbase course having an "R' value of not less than and in conformance with City of La 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 IN inch to one foot (P). 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 /f207. 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. SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times. RIO SOEL STFJULI7.ER..The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with the manufacturer's specifications. Rl 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 force" to preclude delay or interference with State of City of La Quinta projects. &RISURVEY 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 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. 17 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. 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 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 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 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. 3002 --- PRINCIPAL CONSTRUCTION CO. --- 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. Principal Construction Co., hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. All areas shall be kept watered down daily including weekends. 3. Streets -shall be.kept clean._ _They shall be_completely.cleaned at the end of each working day and more frequently if required. 4. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October -1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m: -. - May lstto September 30: _Monday_Friday_-6:0.0_a.m to-7_:00 p.m. Saturday . 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. 5. Work performed within 5.00 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. 3002 Page 1 of 4 SPECIAL CONDITIONS --PERMIT NO.3002 --- PRINCIPAL CONSTRUCTION CO. --- 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 Perinittee 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, electricalconduits, and storm drain facilities. 10. . Should additional work,_materials;_or_modifications_of_the_work be required in, order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. 11. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner-prescribed_herein,-is_achieved._.Backfill.shall_be.performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be .'achieved by the following conditions: A. When a firm foundation is not encountered due to. soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at an appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the'.effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D: If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. Special Conditions - Permit No. 3002 Page 2 of 4 SPECIAL CONDITIONS --PERMIT NO. 3002 --- PRINCIPAL CONSTRUCTION CO. --- 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. 3002 Page 3 of 4 SPECIAL CONDITIONS --PERMIT NO. 3002 --- PRINCIPAL CONSTRUCTION CO. --- 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''/2" 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_impro%,ed: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 anew 0.10' lift of `/2" 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 - - ermittee,as_directed-by_and_to'the-satisfaction-ofthe-City:Engineer. Affected -traffic -signal loops shall be removed and replaced in kind. The finished pavement surfaceshall 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.c Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed under this.perm. it 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 rough grading and storm system relocation for residences at PGA West Stadium (corner of winged foot and southern hills). 20. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. Special Conditions - Permit No. 3002 Page 4 of 4 ' r , 1 r ------------------==----� '�' -----------=----------------=-------=-- NOTE: With proper validation �,gc this form constitutes anCITY .OF LA QUINTA encroachment permit APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) o c�MoF TIiB��S 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: / Q Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION �6�T I,uGs %/ST�90/ v�►�t GOB ��2 (Street address or Description of Location)1514 �N/ PURPO E OF CONSTRUCTIO {�"v Sketch (attach construction plans if appropriate) DESCRIP/T}ONi�OONS �G=/ DIMENSION.OF INSTALLAjAON OR REMO AIL o �r�R SIZE OF EXCAVATION, IF NEEDED 1 _APPROXIMATE TIME WHEN WORK WILL BEGIN 7-1.9_ �r f APPROXIMATE TIMEOFCOMPLETION /SDI 75 0 v6 77/1. ESTIMATED CONSTRUCTION COST $ (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 1 Iridemnify,.defend-erd 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 approximate reiult of any work undertaken under thepermitgranted pursuant to this`application. r ,Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started. f Comply with all applicable City Ordinances, the terms and conditions' of the pe d all applicable rules and regulations of the City of La Qulnta and to pay for any additional replacement necessary as the resul this rk. A Signature of Applicant or Agent —7/0-09// -� "/ S (� • "�t,� �I S 5_" -� Z o70 D rw ✓a. s� . �29 Gf� alms 111US 64 Na a of Applicant (please print) r Business Address Telephone No. �/GjA C11 C t/S-2�Ucriao 7 3- ?.a .l Y l /l #7 56 d- 9 8 96 Name of Contractor and Job or man Business Address Telephone No. 2 05sl (usF) os7�9 Contractor's cense No. c C' Business License o. Applicant's Insurance Company a 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 attacchhed schedule Inspection Fee $ ` � .3D YO ?1?; t- 'Permit Fee 1 �0 �►�C� ao —Perralty' Cash Deposit -Surety Bond " t if required ok% aUllrt O©Or i TOTAL: $ 10630 Receipt No. Received by Date Recorded by Policy Number . 2774 PERMIT VALIDATION 7 PERMIT, NO. DATE APPROVED / ^7 /S — 9 EXPIRATION DATE oo DATE ISSUED By . Administrative Authority Telephone: (619) 777-7075 t r THE LAURELS AT PGA WEST ADDRESS LIST TRACT 29121, 29122 & 29125 TRACT 29121 LOT NUMBER STREET 1 55-849 WINGED FOOT . 2 s+ 55-847 WINGED FOOT 3 55-845, WINGED FOOT 4 55-843 WINGED FOOT 5 55-841 WINGED FOOT _ 6 55-839 WINGED FOOT ' 7 55-837 WINGED FOOT 8 55-835 WINGED FOOT 9 55-833 WINGED FOOT 10 55-831 WINGED FOOT 11 55-829 WINGED FOOT 12 55-827 WINGED FOOT 13 55-825 WINGED FOOT 14 55-823 WINGED FOOT .15 55-821 • WINGED FOOT ' 16 ' 65-819 WINGED FOOT 17 55-817, WINGED FOOT TRACT 29125 E LOT. NUMBER STREET • 1 54-060 RIVIERA 2 54-054 RIVIERA 3 54-048 RIVIERA 4 54-042 RIVIERA 5 - 54-036 RIVIERA 6 54-030 RIVIERA 7 .54-024 RIVIERA 8 54-018 RIVIERA 9' 54-012 RIVIERA 10 54-006 RIVIERA TRACT 29122 LOT NUMBER STREET 1 55-114 LAUREL VALLEY 2 55-096 LAUREL VALLEY 3 55-078 LAUREL VALLEY •4 557060 LAUREL VALLEY.". -5' 55-042 LAUREL.VALLEY =•� 6 k 55=024 LAUREL VALLEY ; . 7 ' . ' �55-006 LAUREL VALLEY 8 54-988 LAUREL VALLEY 9 55-970 LAUREL VALLEY IN THE CITY OF ,LA QUINTA, COUNTY OF RIVERSIDE, CALIFORNIA �.�. •TENTATIVE TRACT NO 29121 BE . , • ® ON1F LE IVISION OF LOT 3 AN 217 PAGES 19T On2440aFNAPSCTRECORDSDOF2SHOWN BY RIVERS RIVERSIDE COUNTY, r r-b h CALIFORNIA. SECTION 16, TOWNSHIP 6 SOUTH RANGE 7 EAST, SBM. • COACWLLA VALLEY ENGINEERS 143VEMBER, 1990 ' STREET "DISON —� . • - B�owY.o ra • - w \ �� � _ , � - gnaw arsrr w m 4 - _ — — LOT A MAP BOON 209 1 9T-do r �T !--------- ZONING TpAOT MAP NO. 2104e • �. _ ,a prT'. _-i"-- p_4 +J-J ..rwre ti_ 0.1. AG K �•' �,• w•v �.w• ns• Yn• - IS�T�_PI11Q1 -$go Nam• w. o.,..- =' NsED _ _ , .... w�,r �_'f'w• ..��' v.�a��„•aa• au+' wsa Yrw . n.► relNry r �,, w o.s- , o1 w) ar ar aa•n• .w.aa• w.a.,v = ora i Q t♦♦o '4 r F j rr� ,m• nar n�• .� m ' f O ^ T JLOT LOT 1 �iY LO� © O L \ FI • rs wio.e 0 .� I.M AG La ' I.c III a:omQm. - raI O1111\)M( IMw y' .\0011w1 ei ,� Niw. o.a ,m ra NY va na.. ra .wa aTs 1" � " . • • N\ID w.a r,.w .�\ � b .W+ wr\ ny Ile wf Oft y Na,w 4\ rrll wIc s■Mf �.,ry „16 _ M) Uf w1'i1I a/ " • w � wau � y � r..r � 9 , LOY 38 OF 7RA07 = 1 MAP No. V849 •• . - • • ,� M. 9, 909 / 01-e0 �� c * ' • Terms -1 TYPICAL SECTION VICINITY MAP N.TS. *PROMNARY' NOT FOR CONSTRUCTI01 Ste' m ' ♦'ewe wlcwo� _ O/ .�—�✓--� P,W'reol7eD-YD� . - I. • tFri.�wnl9r.b�Yn P. G.A. wTSt CombeBo valley Bnginem •' TBdTATIVE MAP 140.29121 PME Own'L (i NEI (.T 0227-2600I J ACOBSSON ENGINEERING CONSTRUCTION; INC P.O. BOX 14430, PALM DESERT, CA 92255-4430 PHONE (760) 340-0194 FAX (760) 340-1574 • LIC. NO. 650389 ' PROPOSAL AND CONTRACT Bent: Principal Constnrdion Project: .Winged Foot - 78.700 Kw 111, Suite 7 PGA West Patin Desert, CA 92260 La Quinta, CA (780) 366-98W Fax 588-9720 Date: 9-JUI-99 itaesc. Grading We propose to fumish an labor, materiats, and equipment necessary for the completion, in a, good workmanlike manner, the improvements listed below: ITEM ' NO DESCVdPTM QUANTM 1 Rough Grading 1 LS S 14,680.00 2 Storm System Relocation 1 LS $ 20,200.00 ' 3 Curb Removal and Reconstruction 1 LS S. 14,000.00 t . 1 • TOTAL BID (LUMP SUMS $ 48;780.00 ' NOTES 2 ., 3 - 4 6 r 6 Subject to terms and conditions attached herein, which are referred to and hereby made a part of this proposal , and contrad. READ BEFORE SIGNING. BUYER TO SIGN BOTH SHEETS. Countersigned Accepted `.. -24 OFFICIAL CHECK Office AU # —12-10(8)-.. Operator I.D.: wfu2849 PAY TO THE ORDER OF .***ClTY,0FLAQUlNTA ***Four thousand dollars and no cents WELLS FARGO & COMPANY ISSUER 420 MONTGOMERY STREET SAN FRANCISCO, CA 94163 PAYABLE AT WELLS FARGO BANK, N.A. FOR INQUIRIES CALL (602) 394-3122 110061390 304 7 h I'm 1: 12 LOOO 24 Eli: 4136 L SO 4900115 ENDORSE HERE: DO NOT SIGN / WRITE / STAMP BELOW THIS LINE FOR FINANCIAL INSTITUTION USAGE ONLY ' • FEDERAL RESERVE BANK REGULATION CC Secunty learures on this docur;. 'it include a tAk:;o.P;ini border line, _._.... � Cok; ed Check Farce, Socunly Screen. Backer end Safety Paper. Ab=lol! pt tlleSe lea:uMS may iredirzt:; alienation. 1! phc:Txrp,e7 111e sm«: VOID may al,o. ppear un check face. jy i!._._.._......____.._.._.....___..._..........._...._..__._... ___......................... .._.__.......... ... _..._..__._............._......._._.....___._.. t Small Scale Construction/Demolition Projects 5 Acres or Less), Fugitive Dust (PM10) Mitigation Ian Date: 7/9/99 Jurisdiction: �� . k�� fl File #: rn Zg.tz (/z 9 iz Z Part 1 - Project Information rQGo 9 - 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: MSG La Quinta Homes Pr.i.nci al Const. Co. Address: 73-700 Highway 111 Suite #7 Palm Desert CA 92260 Day phone number:(760) •568-9880 Emergency phone number: 760 413-1642 Grading contractor (Contact Person): Dan 'Jacobson Engineering/Dan Jacobso Address: . P.O: Box .14430, Palm Desert CA 92255-4430 1. Day phone number: Emergency phone numbersame as main (760) 340-0194 �4 hr. message Construction site street address: See Attached Construction site location: (Please include an &5 x 11 location map) See Attached Construction site assessor's parcel number (Tract #): Tract # 2 91210 Parcel (Tract) size: Acres or Z 9,t2 9 (,Orr Square feet. .Anticipated date of physical project initiation: 7/19/99 Anticipated date of project completion: $15.0 4.13 Anticipated costs for dust suppression: (Attachment B - Must also be completed and mailed to the appropriate 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. 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 letter beneath the fugitive dust sources listed below. 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. r RG ' FG FC Details (e.g., frequency of application number and type of dust control implements, etc. Please be as specific as possible) Unpaved Roads None / N Storage Piles None `/ N/A Paved Road Track -out i _Q Q Q Street will be Ewer t- or wagherl at. Pnd of x.79rk day i s • RG FG FC Details (e.g., freauencv of application number and 1M of dust control implements, etc. Plea"se be as specific as possible)' -Land Clearing or Earth -Moving y T T T Waterin! — Water TrurkG Disturbed Surface Areas T T T Watering — Water'.T,rucks — J Part 3 - Agreement I certify that the information contained in this Fugitive Dust (PM 10) Mitigation Plan is true and accurate and that all measures specified in Part Iwill be implemented. during project construction. I authorize the City of . La Quinta 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 pr 'ect as :7��JOMP I et L t". ....................... 9 ort a reS tive ate nature o caner or ut p I h e read the conditions of the Fugitive Dust (PM10) Mitigation Plan. and the owner has th rized the implementation of all its provisions throughout project buildout. z .. i natur Grading Contractor , ate not the me 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 in formation as a guide when preparing a Fugitive. Dust (PM10) Mitigation Plan. (Source No) Reasonably Available Source Control Measures Comments 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 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 Measures Comments (2) Unpaved (1) Reduce speed limits 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 ----------------------------------------------------------- (4) " Paved (P) Wheel washers o Should be placed where vehicles exit unpaved areas onto paved Road Track -out 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 ---------------------------------------------------------------------------------------------- (5) --`-"'Distucbed- (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 . M 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 Small Scale Construction/Demolition Projects (5 acres or Less). Fugitive Dust (PM10) Mitigation Plan Date:. 7 % Jurisdiction: Project File #: 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. Total $1386 Base on 15 Wk Days 15 hrs= $900 N/A, After project completion these records shall be transmitted to the Jurisdiction where the grading/demolition permit. was attained and to the Coachella Valley. Association of Governments (CVAG) at. the address provided below. PM 10 Cost Monitoring Coachella Valley Association of Governments 73-710 Fred Waring Drive; Suite 200 Palm Desert, CA 92260 1 THE LAURELS AT PGA WEST ` ADDRESS LIST TRACT 29121, 29122 & 29125 TRACT 29121 LOT NUMBER STREET 1 55-849 WINGED FOOT 2 55-847 WINGED.FOOT 3 55-845 WINGED FOOT 4 55-843 WINGED FOOT 5 55-841 • WINGED FOOT 6 ' 55-839 WINGED FOOT, 7 55-837 WINGED FOOT 8 - 55-835 WINGED FOOT 9 55-833 WINGED FOOT 10 55-831 . WINGED FOOT . 11 55-829 WINGED FOOT • 12 55-827 WINGED FOOT 13 55-825 WINGED FOOT 14 55-823 WINGED FOOT 15 55-821 WINGED FOOT 16 55-819 WINGED FOOT 17 55-817 WINGED FOOT TRACT 29125 LOT, NUMBER STREET 1 54-060 RIVIERA 2 54-054 RIVIERA T ' 3 , 54-048 RIVIERA . 4 54-042 RIVIERA . 54-036 RIVIERA :.6 54-030 RIVIERA 7 54-024 RIVIERA 8 54-018 RIVIERA 9 54-012 RIVIERA 10 54-006 RIVIERA TRACT 29122.'- LOT NUMBER STREET 1 .55-114 LAUREL VALLEY 2 55-096 LAUREL VALLEY 3 55-078 LAUREL VALLEY - .4. ;` y, . 55-060 . LAUREL VALLEY' 5 i 55-042 , . LAUREL VALLEY ' 'L'AUREL.VALLEY ' 55-024 7 ' 55-006 LAUREL VALLEY 8 54-988 LAUREL VALLEY 9 55-970 LAUREL VALLEY ' . 1 IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE; CALIFORNIA -�-~ TENTATIVE TRACT • NO, 29121- ® BEING A DIVISION OF LOT 3 AND LOT 4 OF TRACT NO, 25500-2, AS SHOWN BY MAP ON FILE IN BOOK 217 PAGES 19 TO 24 OF MAPS. RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. SECTION.16, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SBM. COAdELLA VALLEY EMWMEERS /gVEMBER 1998 - . - • STREET aavu vor / rNaPWr b� r• •a \ UADWN unJTm J wam sm. - �paaa as .. io.�iaN�w�rry '— emrrr LdT dyV DOOIf 408 YRAOT MAP MO, M48 — 0-4 O-J F"' � wr�aao• i u� Ram• sfw .eFrl� .wa am w. QlN AC ON d �- � �w.n •n.+ _ N'IJy�D � � wa• xar a��V1tiR � _----�" a�a..a' ws• x — �� , au a`s'arr•. � �!• a..aa� M�m1 oree'rr'."e$ . w,. Pa wa '•y, y~•»•b' ON. N• • .a.• '1 U�oLWA u LOT i rn Ana r� t w®it a nr p ro ne �J arm kia D R E +tea wrt ,ml... dtr• .eae.. �.� . � aara rl.ara r•a..,e �..... ,....R O� ra. ra rao we ��I aar wK rw.. ara ws aw xs ras st u.aw wr ara r r•a..r• ,x.M xa '"ux. - wa w • ��� � �MM. x� xs Ma.•a.. M' • l0�41M t �� a`wrryr FM N LOY 88 OF YRAOY "• 'v — MAP NO. 21048 81-80 a« CD am►aeo ama TYPICAL SECTICIN VICINITY MAP • - M7.S. NT.S. • a r 'PRBJMNARY• NOT FOR CONSTRUC 101 w p s�r� �.iiOQOM r ��� O - P 1> ..O. A. WEST.r.. x�CaAatreBe YiUa7 T9dTATIVE MAP NO.29121. i2274M «®rn71-M tau b6 g16 ut Pdm DUAL CA mug __�CHOWAM 477 rr � sa mbar •• "ew.s �r ro•nem.c�_s r IN THE CITY- OF LA QUINTA, COUNTY OF RIVERSIDE, CALIFORNIA ===nowTENTATIVE _TRACT- NO. XXXXX=X �g►Zz 0BEING A DIVISION OF LOT 3 OF TRACT NO. 25500-1, AS SHOWN BY MAP ON FILE + IN BOOK 215'PAGES 28 AND 33 OF MAPS, RECORDS OF RIVERSIDE COUNTY, s>�c lam' CALIFORNIA, SECTION 16, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SBM. _. ------ 1998 , M. S. 172 / 84-04 MAP NO. 21640 LOT 21 OF TRACT +• m Ac 4M. )••! • t OPifm mUw >• ���� _"°" - TYPICAL SECTI❑N DrVE 4 ,. N.T.S. � l t� © S Y fir g AA v.els' 0 • g LOT J 1.77 AGMOENvAm mr. �WC *L a © g S "w �. i 0 J lwm.,ml R tL O 3 O �° p a m..., - fig- .., zomm M. B. 172 / . 84-84 �A�eae ° •-�.s.>] — -� — m im V wm®• n - 1 - m MAP NO. 21840 IfY a 2 V AS>SS S�MCEL NU�Ii LOT 21 OP TRACT Imtt® AAT m Iwo 1.01 K gJ- 6L10D �M la twl 9 p PLA IR = AREA ' - td M wrm wmc �wlwaaaralma _ Jp 11Ct] NET AREA • /T - Ulm USE VICINITY MAP mlm � v.cwr "�'�,;�• t ' , NT.S. TIORAS BFQnM - t - =RDUNTBi P" awl r Y 'PRELIMINARY* NOT FOR CONSTRUCTION Undwp°undSwriRSAlrf �•,�� Cog:TO1IBR!! � - vi m QAL ��� .nwv®n ew �,���p PAY(M)30--42H woeanauwnA P.G.A. WEST tl�rra. j 1 800 a .a mam 0 Q Coachella Valle y meera TENTATIVE MAP NO. XXXXX-X 227-2600 w . a °.. n-M Volt Read, &dW IM Palm Dew L CA 0= - CIV1t Y•O ee.owARm 10RWOI�1].L.LA]Llra MOMVlmwMRBaYWa10 woo CBl CaY - ®�'. 110 _ 4 111w Y)MOM l41\ ®1� MD 1]/)Ipl °� AIliaL1� E®OU®�K M10 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) . G"✓_ 1-�' /mow �-�/��9 9 ' 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 (Attach additional information if necessary I have read the above conditions of the Fugitive Dust (PM10) Mitigation Plan and I agree to i ment all provisions at the concentrations and frequencies identified. 7 s nature of Owner or ut prize P e r tative I Date)/ CONDITIONS FOR FDCP APPLICATION 99-7.1: MSG LA QUINTA HOMES/PRINCIPAL CONSTRUCTION TR 29121 /29122; ± 4:0 ACRES GENERAL: °1 . Applicant shall comply with all control measures as set forth in the approved application for FDCP'99-71, and the following conditional measures. This dust control plan approval shall also apply to any haul/encroachment permit(s) issued by Public Works. Where any conflicts arise, the Public Works Director shall determine the appropriate controlling provision(s). 2. The full amount of security furnished for the approved FDCP (as determined by Public Works) shall be available to the City for any measure.(s) deemed necessary by the City4o 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 activity and grading construction. 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 PM10 Program•Report Formfor each tract. Security may withheld pending submittal of this information. Applicant shall have completed all dust control measures, as verified by the assigned field inspector, prior to release of any posted security. 4. 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 this plan, 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 cond.itions 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. 5. The conditions applied to this dust control plan are anticipated to cover the full range of construction operations associated with development of 17 lots within TR 29122 and 9 lots within TR 29122. The approval provisions and conditions for this dust control plan shall remain in effect for the duration of all C:\Wrkgrp\FDCP\fdcp99-64.wpd construction activities for. these tracts. Arrangements for bonding requirements shall be made as specified by the Public Works Department and Condition #2. 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. 6. Approval of this dust control plan 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: 7. 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 for three days prior to any earth disturbance(s). 8. All active grading and inactive unstabilized areas shall be watered daily at appropriate 'intervals. At least 1 ,water truck shall be, stationed on -site, weekends and holidays. Security personnel shall be alerted to the need for dust control and instructed to monitor open areas for wind -generated dust as part of their routine duties. On Sundays, holidays and other non -construction days, personnel shall be on -call for emergency watering in the event of high winds. 9. Track -out ,and other accumulation .of soil material(s) onto any paved areas outside the limits of grading shall be minimized. Wet sweeping/flushing of soil accumulations from all paved areas shall be conducted daily, and kept damp during construction hours until so removed. 10. Any unpaved construction access along Winged Foot r.o.w., or otherwise associated with development of TR 29121 and TR 29122, 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. 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. C:\Wrkgrp\FDCP\fdcp99-64.wpd 11. If. Winged Foot and other related street improvements are constructed to ultimate design prior to completion of construction activities, then ,traffic and parking shall be restricted to said roadway. No vehicular parking or traffic of any kind is permitted on or over any previously stabilized or other inactive soil areas. 12. .Any transported soils and stationary storage piles shall be sufficiently stabilized, watered down. and/or covered as appropriate. Minim_ um freeboard shall be as established by the Public Works Department Any borrow and/or spreading areas shall be routinely watered and chemically stabilized after borrow, activities to mitigate airborne dust. 13. All on -site temporary employee .facilities (sales, construction, equipment storage, etc.) shall'be provided with paved, compacted or otherwise stabilized parking and access during their operation, with those improvements to be constructed 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. `C:\Wrkgrp\FDCP\fdcp99-64.wpd Z 346' 474 872 * - 1440 U.S. POSTAGE PB2228635 7938 $;940 APR 23 ,02* ; 3655 -. •• 92253 OF' .. Shining Brighter Than Eger P. O Box 15 04 MSG ENTERP S LA QUINTAC'ALIFORNIA 92253'•`. '. 20J00 VENTURA B EVARD• STE28 s` WOOD HILLS CA y FF V'y, .. . ` t t � IN,rS � `•�tMi �.`i�;-':• � .. `•+ ., ���� xLyjk t xis :. 'i'"r°' � 4,'tt'i4� {d'' � �� t � � ��1rf r� .t� � 3ooz Em rOF s 2, 20102). Box 1504 . 78-495 CALLE TAMPICO ,WWAngBdghterThan Eyer LA QUINTA, CALIFORNIA 9225) FAX (760) 777-7101 MSG ENTERPRISES r 20-700 VENTURA BOULEVARD SUITE 28 WOODLAND HILLS CA Re:, ENCROACHMENT PERMIT 3002 - TRACT 29121-ROUGH GRADING ANS STORM DRAIN RELOCATION MSG ENTERPRISES Encroachment permit number-3.0-02hhas expired as of 07/15/2000. In order to _ avoid the issuance of a "Stop Work Order" please renew this permit with in the next 10 (ten) days. V The renewal fee as per City Council Resolution 96-27, states: Encroachment Permit — renewal of expired permit j $100.00 plus 10% of original fee for each year the permit has been expired ORIGINAL PERMIT FEE 10: % EXPIRATION_ PENALTY FOR EACH YEAR PERMIT HAS BEEN EXPIRED 11,063.40 $106.34 $100.00 x ' RENEWAL AMOUNT DUE: $206.34 _ -If you have; any questions or need additional information, please call (760) .. 775-7075. ${k - Sincerely, _ .. • '` Jesse Jimenez, Counter Technician - " M f Public Works Department Cc: Steve Speer, Senior Engineer— Public Works Department • Q' Raoul Martinez Assistant Engineer II — Public Works Department Howard Compton, Inspector— Public Works Department