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2226
NOTE: With proper validation this form constitutes ani encroachment permit CITY OF LA QUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS Subdivision Improvement Permit — Class II I DATE: $"5-9>i Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION S/W corner Miles & Adams Tract 23995 "The Reunion" (Street address or Description of Location) PURPOSE OF CONSTRUCTION Rough Grade for residential housing DESCRIPTION OF CONSTRUCTION DIMENSION OF INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN 8-8-94 APPROXIMATE TIME OF COMPLETION 12-31-94 ESTIMATED CONSTRUCTION COST $ 300,000 (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 Sketch (attach construction plans if appropriate) See attached conditions Per the approved grading plans 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 Inco Homes 250 E. Rincon Corona, CA (909) 736-0700 Name of Applicant (please print) Business Address Telephone No. Allen Wood Contracting P.O. Boa 556 Nuevo, CA 92567 (909) 928-9560 Name of Contractor and Job Foreman Business Address Telephone No. 584639 3286 Contractor's License No. City Business License No. Golden Eagle CCP -213241-01 Exp 1-95 Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit — Class 111 1 Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor Improvement Permit — Class IV: See attached schedule Inspection Fee Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL: Receipt No. $ 7500 10 $ 7510 Received by Date 2226 PERMIT VALIDATION PERMIT NO. 2226 DATE APPROVED EXPIRATION DATE 8-5-94 12-31-94 DATE ISSUED By Administrative Authority Recorded by 11 TELEPHONE: (619) 564-2246 I% _0 C -he tollowino Genera, and Special Provisions are enacneo to and mace a oar, of permit No. GENERAL PROVISIONS she following snail always andiv: ENCROACHMENT ON PRIVATE PROPERTY 'his aermrt autnortzes work tope acoomollsneo witntn Cuv of La Quints rlgnt of wav ONLY. Whenever construction extends witnin private mrobenv. It snail be the resbmnsiowty or the oemnrttee for Mrs eontrsetorsito secure permission from abutting property owners. Such authorization must pe secured ov, the permittee attar to starting work. TRACKLAYING CONSTRUCTION EQUIPMENT: Cl8ateotreauavingconstruction eoufamerttsmall not ago erIn eat000erneonenv payed surface unless imeo Wnn smodin-recea street Maas. All mechanical Ou tnggers snail be trneowithrupper Street sno410 protect ;na Mevinq curing excavations. Rubber -urea eautpment oniv small be used in oacktill operations In caved area. It the existing Pavement Is scarred. SOalleo, or broken curing the term tnis contract, or d the pavement Is marred. City of la that these portions of ►pad be resurfaced aver their entire wrath. Resurfacing shall consist of one surtscrn Ouinto snail request Surfacing plus adcropnate anal coat as specified some. _ t Of two Inches 12"1 of A.C. PROTECTION OF TRAFFIC: All excavations and work areas Snell bearopEnylightsa and barricaded as aaarned Engineer or La Quints City Public Worts inspectors. Suitable detours ano paid- signs snail be placedand rttatnta^eC�ry try the Gly of the proles. The Cin, shall be notified 24 Hrs. In advane@ of any traffic detours per delineations, ^bfOrtnaqurauon CARE OF DRAINAGE STRUCTURES: Any drainage structure Including corrugated moral pipe. concrete ape, cruel culvert and rwmsw structures encountered during excavation VVfllch neceasltats rorhaver shad be fepaCeO in kind. In the avaht•n Bert and naossary to remove a out ntming drainage structures. City of La Quints snail be notified anon to cmnrtIn the a,nt of me work. Drainage structures and coon drains snail be kept free at debris at all times for proper drainage RIGHT OF WAY CLEANUP: Any surplus material resulting from excavation and back}III operations shay he removed from the right of way. All paved surfaces snail be broomea dean of Bann and other objectionable materials Imrrueda[en, aper oacktill s nd Corn Existing gutter line and drainage ditches snail be replaced t0 their Original stsndaro Or porter. All excess material Chau a rertnaved pnor to paving. Water tanker snail be used, as r peCbOn. irmmediately cher baCtlill. QgUited, t0 tRln nkle the Job site to keep down oust condtttons and snail be used OE -WATER OPERATIONS: If do -watering operations are requlrea and pumps are forcing water on Ciry of La Quints roads the resconsicility, of [no permmee Icmntractort to control this water and to Provo& off•street it shall be bamCada yMnen tec@saefy. CLOSING STREETS: No street shalt be closed. A minimum of one lone of traffic shall be maintained at all times to provide limited any as for me time. tnqPer property ail nerscont and t is emergency to Obtain t e the everrt ft Ia felt by the permmee that no mUs, rdd>♦ • etfeft for any leflglh at time. permittee snail Contact LmIS Office to Obtain the neceaaafy permission, SPECIAL PROVISIONS The fottwing shall apply ONLYwhen Indicated: (fgi) NOTIFICATION: Perinmee shall natdy, the City at at teat 48 hours In advance of Starting conmfusron R2 CASH DEPOSITS OR BONDS: A cash o band o►ane Shall be lurmmned In the name of City of La Quints to cover all work involved in the restoreconof the v roads and survey monuments. This bond shall be continuous until cancelled ^bila V Qulnta Posted prior to commencement of any work on this by the City Engneer. This bond must be poles UTILITY CLEARANCE. (Subs[ructureslPricrto making onyexcavabpnwthin[naCitvotLaOuitpanghtdfvrNa afted by permit. the permmee snail contact all Concamed utility cdmporbes relative to the f La at righexistlhg a Damage to existing substructures resulting from operations conauctW under ttothe IO ahadbetheole u adpytbt of the permmee. �ucnrrea. lily R Unlet' CLEARANCE: (Surface atnrcturesl No wet shall be done under this permit until all utilities ale clear Of the Pr000300 work site. The permmee snail Moldy all concerned utilitys R5 PAVEMENT WIDENING: Area between the proposed m companies pet the proposal vwnL surfaced with inches of A. C: paving dist ed on tit rate gutter line and the existing road paelthem snail be h+unngan"R'valueatnotless than ifhMeaofetass aggregatesubbaeeeourse and in eonformeneewnn City of La Quints Roaatmprovement Sunares ant Speerticattona. Ordinance 9481. PARKWAY GRADING: Area cerween the property line and top Of the proposed concrete curb shad be graded to a slop♦ of 1 /4 inch to one foot 117. R7 GRADES & STAKES: City of La Quinta shall establish grades and stakes for the proposed concrete Curb and gutter construction. GRADE CHECKING: City at la Quints snail check graces upon receipt of plan and profile and/or grades as establishea by a lirensed engineer. R9 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter l to"? shall be removed. Curb and/or curs and gutter shall be saw cut prior to removal. Depressed curb. matching concrete gutter and Concrete driveway approach shall be constructed in conformance with City of La Quints Standard 9207. R10 s DRIVEWAYS, A.C,: Driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the prooenv line and the existing toad caving snail be 2-1/2 inches of A.C. caving placed on 1 __ '1 of Clain_ aggregate case. Driveway construction shalt conform to attacnea drawing. R11 CULVERTS. A :nen diameter 1 , snail be inches below and In Zine with the existing flow Ilne. Culvert) installations ail conflled ormtthe o in@ att cnedinvenimadraiving, 1 2 61)SIGHT CLEARANCE. Sight clearance of 600 feet In either Olfaction snail be assured and In amtaineo R13 . SOIL STERILIZER: The area to be surfaced shall be treated wilts sou sterilizer. Rate of epplteatm f aine eomollrwlth the manufacturer's stiectficatfons. COORDINATE WORK: The proposed wont shall be Subordinated to any operation which the State of California or City of La QUilns may conduct In this area during the period of this permit. Wont shall be coo... too with the State or CIN of La Quima forces to preclude delay or Interference with State or City of La Quints Mro>ae[s. R15 SURVEY MONUMENTS: Prior to excavation or beginning of construction all survey monuments wnicn exist on the centerline of au SVe@ls or property, linea when Involved shall becampletan tied out so they nnay O@readllyanocOrr@ctly be replaced try a ucMaap Hifi anglnes or aurveyer at the aftbaaa aftne tiefgnrttae. A a0rhdtare gnat nota@ avowing the ties to mese monuments @nail be turrttst 00 to Mu City EnarrNer pnotome no, T1lisottice snail renmmor tarhe Do r'at l e Udell oana@aonh of moraaa errt 01 all survey manunraa@ tar.efewvera aaer elated mono e ...� ••.✓•. ••J'.... ..� v.' w: Y.•_ ar... ")..s, is %".11 ". .' .... ... .. .r .. .... .. :`i.• .. ... .� r. •i.,l t.�: •J:". .. ... •. :'r: ,`:.� '.. .. .. � ... .�.�...:-, � .• .. -v w_ <� - u r•revaumt or oeamn —or %I La Uu,na ano sullaole davment f CD nsRUCiIOn. d11 survey monuments snail be n 0 guarantee of oavment sna,, oe mace as relmoursem ea out ovt iv R17 3AVEMENT CUTTING: Pavement will be mecnanmaifvcut to a stn em for all wont Invrnveo. llon. cutting snail be aborovea mrouon ins office as fns City Engineer. lUnaere oocircumstances sna l excavating ae used to excavate prior to cutting or Cavemen', Excavation material snail be oiaceo In such a cavemen, racuhate [tie general now or yarned Prior ro nnai egwomest corrected. pay+^q ooeranons. any eamaee to pavement stra asltfon as to nest R18 DAVEMENT CUTTING. Pavement snail be saw cut Pnor to removal. Prior 10 renal paying gilt cage snail be Pavement straight edge snau ba corrected. g ooeranons. R1 LIMIT OF EXCAVATIONS: Excavations snail be limiteete 1, oily damage to . begin. All excavations snail be crooern, balricaaeo wim flOnts overnlont, can Weexerp5 and n011oaVs tar to lineal feet of Coen trencn oerore oackfill ooerstions must tmetraveling Public. The Public Works inspector snaildetermineins suftabllirvore:eavationoarrieadin i excavation snail remain Open for a period exceeding titre l01 Cava No excavation snail ti made utile a protection Cass. of material is actually on the Work site. g ^eeChCruct Na R2 BACKFI ss the construction LL MATERIAL Baddlll shall be free of brush, roars or other organic substance aetrfinenta. , , ;s • Of saturated an adapua[elY consolidated beacflll. Any material which the City Of La QUinta deems unsuitable for . saturaietl material) which Is encountered during excavation snaa not be USOg }Or backfill, but Shall be sIspongsea �apOO by an approved Sana or gravel. _ IGMent o or R21 BACKFILL SAND: Backfill shall be approved traroh-mil sand a pplemented or tlrietest 131andvlbretedusing vfbrotamoeroreaurvalemrthan �ulvelentandshabbeplacedmljhsOfnct ZZae a relative COmOaQIOn Of 95 percent shalt be dna equipment. Alternate methods may be sub"MR greatenany R22 BACKFILL PLACEMENT: Backfill shall be apprise in ilea wrlMin the c;ruRural section of the raadway� but In any before doom layrs not mare than 50 percent Of the total de ^9l is not mum offive.fdot151lihsvvrtereverfcttasarentexcessivedapins Carsistobeeotndtthe veno^ resulting material ti not sublacted to extreme Swell by flooding Operations. Baddill material snail tis Pia rssultlnq Compaction shall ba not less than 90oereemar xe►CwOmITT no compaction. Where ponding or tlootlinq is used fora tOrecufvatentto the surroundin Ce0 t^m ire malamum seRlemenl. adequate dikes coal be cohwrilct"Im r fa The greater Oce water. Where letting fs used. the lets shall be Of sufficient lengm to reaching bottom of each :aver and the water suppry shall- be Continti0u& acted TO cocain �& COMPACTION TEST'S: If so required byline in het and a minimum of one 11) test on each road.oie IIi copy at tests shell be made etinrervalsaf not Mare than 1,000 approval and filed Prior t0 making)Copy at earn test shall be forwarded to the Standard permanent repass. Compacbgn lasts shall be maaeasduulnep In Se Clry Engineer for Specifications, Division of Highways. State d Caldortfla. dated January 1973. ctfdn 8.3.01 of me COMPACTION TEST'S: If so required One 111 a by the inspector. edmoactfon tests small be made tar earn crossing CfarlPactiontests srfeebemace asoutsnail be uneoinSectionded to the City a301oftmear e ��bndfiledonortomakin Oraarvfaline. dCaldarnfa. Speedieacions.Divisi Division of dated January 1973, phweya. State A25 TEMPORARY PAVEMENT REPAIRS: After completron of baytfill and compaction operations, a tempera consisting of 2 inches of SC -800 shall be olaceo on a prepare° subgrade. The SC -800 tem ora after a maximum of 3.000 lineal test of trencn has coon excavated and backtill operatiotemporary Paving s m ry patch p temporary paving shall be placed Me placement of the temporary pavement exceed a five 151 day Iimlt. riscomplatea. but R26 PERMANENT PAVEMENT REPAIR: After baddill and compaction operations have been completed, a tempore , s^all consisting Of two Inches (2") of SC -800 shall be placed Immediately. A permanent patch of sar}aeing placed on a ry paten ry inch class baseshollbeplacednolaterthar ��+nct+esA.of tempore road repair. daysahereg mplaaonof R27 PAVEMENT REPAIR: F.A.S.: Upon completion of baektillandeemoaction, a Temporary ol Cold mix paving ISC-8001 shall be placed Immediate A patch consistingof be placed On six incne ly- Permanent patch Of throe inches 13") of A. twoinc g n ;<18") concrete base as directed, but not later Titan "eon 0 511days after compleC. S of ci Shall Paying. Concrete base shall beat five -west mix and shallconform to the City of La Oulma Road Int r and Specifications. Ordinance 0461. oorary RZB FOG SEAL: A fog seal goat consistingo °I'ef^arttStanaards dafarnllned ot an applft:atiOn Of asprialtiC emulsion snail be applied over all i by ins City Engineer. paten areae as R29 SEAL ARMOR COAT: A seal coat consisting of an application binder and screenings shall be applied on all 37. St Such same coats tions.existed Prior f issuance Of this permit. Seal Or armor coats shall be applied as specfied Int SeCfiOn 37, Standard Specifications. State Of California. Division of Hi Oaten areas be;ccomotished by a licensed contractor engaged in the Highways. dated January 1973. Work of R30 Pavement repair to STREET RESTRIPING. Wherestreet striping Is still vfsioleon streets to Do pavement Such striping snail be replaced upon COmaletion of permanent repairs. R31 TREE RELOCATION OR REMOVAL. Tree relocation witnin the City of W Quints road tight of way snail be accomplished bys licensed. bonded and insured tree service. and ^angled satelYwitnoO in to roe fight or of way tothe b•a ccom gibbed zard It shall be the responsibility of the permmee to maintain the tree in a vigorous growing condition at its new location. Tracts to be removed shall be removed in sections which can be handled safely without interf erence or nazard to highwav traffic. The entire width of the tree stumo snail be removed ano'discosed of so trial no dearls remains in view highway. The Slump note Snail bebacktilledand thorougnrycomoacte°asspecified lnthefollowing paragraph.becomes necessary to restrict traffic. the work shall be restricted to a maximum of Where it of ane sigits, flagmen and/or barneades shall be Provided to ` fee at any time. I»duate �otect the traveling public at all times. Large holes resulting from treeremoval shall be baekfilledahg compacted to not lessthan 90 percent or equivalent id the suffounding ground. whichever is the greater compaction as determined by the impact or field method. tests snail comply with Section 6.3.01 of the Standard Specifications. State of California, January 1973. pecifications. Division of HiCompaction dated R32 TREE TRIMMING: a. Only the necessary trimming snail be accomolls^e0 to prcvfcs clearance of the faculty for one calendar All broken or week sections within the trimming shall be removed. • b. Where it becomes neCess Year. dry to restrict traffic. the wont shall be restricted to a maximum of 500 feet at anyone time.. Adequate signs. flagmen. and/or barricades snail be provided to protect C. tree IfUhthe traveling public at all timtrunks are partially of the City of La Quinta road right Of way, parmlttee shall make his own afrangOhlents with adimring property Owners for consent t0 the trimming In addition to the autnOrization provided by this permit. d. All tree trimming on EVERGREEN TREES. PALM TREES, and Other ORNAMENTAL TREES shall be accomplished to the satlsfactfbn of the City Public Works Inspector, e. Abutting properly owners snail be opndectem in as instances. ondr to tnmming or looping urea& ' ... I. Pruning ansa, in all mararlCas, be at the shoulder of The CrOten to me.»...�....� ._ _. SPECIAL CONDITIONS --PERMIT NO. 2226 --- INCO HOMES TRACT 23955 --- In addition to the standard permit conditions, the following shall apply: 1. All work shall be performed in accordance with the latest edition of the "Standard Specifications For Public Works Construction". No fill shall be placed which will cover or obscure asphalt concrete, petroleum product spillage, or other non-native materials. 2. Permittee shall furnish the name(s) and phone number(s) of the individual(s) responsible for maintaining dust control after hours, weekends, holidays, etc. 3. All streets shall be kept clean of all trackage or spillage from vehicles using this site. The roads shall be completely cleaned at the end of each work day, if necessary, and more frequently if required. 4. Operation and maintenance of equipment within one half. mile of human occupancy shall be performed only during the following time periods: October 1st to April 30: Monday -Friday 7:00. a. m. to 5:30 p.m. Saturday - 8:00 a. m. to 5:00 p. m. May 1st to September 30: ' Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a. m. to 5:00 p.m. Equipment may not be operated or maintained on legal holidays including Sundays. 5. Permittee is responsible for repair of any pavement damage or other damage to access roads and other public facilities. 7. Should additional work or modifications be required in order to meet established City Standards or in order to fit 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. 8. It is the permittee's responsibility to comply with the California Regional Water Quality Control Board's National Pollutant Discharge Elimination System (NPDES). 9. Any on-site haul.road shall be effectively destroyed at the conclusion of the work to prevent use by unauthorized vehicles. 10. Permittee/contractor shall install stop signs to stop construction traffic prior to entering any street from the construction site. Special Conditions - Permit No. 2226 Page 1 of 2 SPECIAL CONDITIONS - PERMIT NO. 2226 continued INCO HOMES TRACT 23995 11. If buried remains .are encountered during development., a qualified archaeologist shall be contacted immediately and appropriate measures shall be taken. 12. All grading shall be performed per the soils report. 13. It is the permittee/contractor's responsibility to provide continuous dust control while the grading is being performed, or at any other time as deemed necessary by the City Engineer. Permittee shall provide soil stabilization on the entire site per the approved Fugitive dust control plan immediately after completing the operation. 14. Street closures shall not be permitted at any time.. A minimum of one lane on paved surface shall be maintained at all times with flagmen at all times per CALTRANS standards or the WATCH (work. area traffic control handbook). 15. All excavations at or near the travel way shall be backfilled at the end of each workday for the protection of the traveling public. No trenches shall be allowed to remain open overnight. 16. All grading shall be performed per the approved grading plan' for Tract 23995. Special Conditions - Permit No. 2226 Page 2 of 2 NOTE: 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 and other like public works improvements in connection with MINOR IMPROVEMENTS adAPPROVED SUED VIS ONS DATE: LOCATION OF CONSTRUCTION �#03 Subdivision Improvement Permit - Class ill �J ^Minor Improvement Permit Class IV I LT7 `T- FH l Gam_ _ A (SUM address or Oeseriptton of Loatronl 44 PURPOSE OF CONSTRUCTION Sketch (attach construction plans if appropina"l DESCRIPTION OF CONSTRUCTION DIMENSION OF INSTALLATION OR REMOVAL � � �104V �'� C/240/NG/ SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN: APPROXIMATE TIME OF COMPLETION /0 " S-9 ESTIMATED CONSTRUCTION COST $ (Including removal of all obstruction, materials, and debris, backfilling, com. Pr-, paetion and placing permanent resurfacing and/or replacing improvements) In consideration of the granting of this permit, the applicant hereby agrees to: Indarmmfy, defend and taw the City, its author':ed agents, officers. reareserttstives and emotoyees, harmlea from and Denait�es, liabilities o► toss resulting from eta�rp or court action and arising �inrt any and all happening or occurring a a Proximate result of a ng out of any acadartt, loss or damage to persona or propeisy hY work urtdertakiln under the permit granted pursuant to this application. Notify the AdministtatM Authority at least twenty-four (24) hours in advance of the time when work will be started. COfnply vvidt all aPP'k:& le City ardinanoes, the terns and conditions of the permit and all appliame rules and regulations of the Gly at La Quinti and to pay for any additional replacement necessary as the result of this work. /1 — Signature of Applicant or Agent Name of Applicant (please- VLU T 6 - O 7000 print) Business Address Telephone No. 0 9256 i9 ZSs- 4-Z0 Name of Contractor and Job Foreman Business Address Telephone No. Contractor's License No. ; �7 A� C' — City Business License No. 1 Applicants Insurance Company e Gp 1 3��/ "0/ exp /_9 Policy Number FEES: Subolvislon improvement Permit -Class II 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 $ %mac' Permit Fee /d Penalty Cash Deposit -Surety Bond if required TOTAL: Receipt No. $ 'Received by Dats PERMIT VALIDATION PERMIT NO. DATE APPROVED EXPIRATION DATE DATE ISSUED By Ad r 3ecorded by mlmstratnre Authority TELEPHONE: (619) 564.2246 � � O .Aug, 1. 199 5:21PM iNCO HOMES INLAND't ,, R>tti, No, 755... August 1, 1994 Mr. Fred Bouma Associate Engineer City of La Quinta 78-495 Calle Tampico La Quinta, CA -92253 RE: Tract 23995 -Grading Permit Dear Fred: (" '� " $ ��C'6 1'/ I have enclosed for your review a copy of the grading contract for Tract 23995. As of this date, the grading plan has not been signed yet. We have begun pre -watering on the site and will move equipment onto the site later this week. We need to begin grading on August 8 to keep to our schedule. Therefore, we need to be able to pull the grading pernut no later than Thursday, August 4 in order to avoid any delay, Could you take care of the following as soon as possible: Have approved mass grading plan signed by the City of La Quinta Determine the cost of the grading permit so that we can have a check issued. I have forwarded the original bond for the Fugitive Dust Mitigation Plan under separate cover. It is my understanding that these are the only remaining items that the City of La Quinta will need to issue the grading permit. Please confirm that these are the only remaining items necessary to issue the grading permit. �6p � � Thanks for your help with this. I� Inland Division Sincerely, 250 E. Rincwn Avenue, Suite 202 INCO HOMES CORPORATION " Frederick W. Farr Land Development Manager Corona, CA 91719.1341 (9a9) 736•a7oo FAX (909) 736.0400 Corporate Office 128210'. Avow High%y P.O. Box 910 Upland, CA 917851 (909) 481.8984 FAX (909) 982.9784 k Aug, 1,1994 5:21PM INCO HOMES INLAND No, 7355 P. 3/4 - •• --••• .-�•, CORPORATION SUROQNTRACrNUMBf?R; #0110 PROJECT: Tract 23995 —(306 Lots ), ACCOUNTINGCOI)C; ''Reunion" GENF,RAL Golden Eagle g WORK: _ Grading, Rough LIABILITY: WORKL'R'S COMPENSATION; Fremont Tndemnit SUBCONTRACT SECTION t Partite THIS SUBCONTRACT' (hereinafter reicrred to an "Agreement") is made and entered into as of the_„ 20th d JUly 1994 My OL - at Upland, Celifornis, between INCO HOMES CORPORATION, A Aeluware Corpuratlon Contractor@ License Number 9513968, whose address is 1262 Wool Arrow Highway, Upland, Cal fontia 91786 P.O, Box 970, Upland, California 91785.0970 (hereinafter referred to oe "Contractor") and x89639 Contractors Licence Number whose address inP- 0• BOX 556, Nuevo, -CA 92567 - Allen Wood 909/928-9560 (heroinafter referred to as "Subcontractor"), SECTJON 2 Fundamental Agreement Provisions 2.1 Fundamental Agreement Provisions: The fundeMcntel agreement provisions of this Agreement &to the provisions refer rtd w in this Section end the Articles end Fahibite referred to herein. Reference to fundamental agretment provisions shall not be deomed ae a Uraitation on any of the other tsrme end conditions, including but notes way of limitation the GENERAL TERMS AND CONDITIONS of this Agreement, contained in this Agreement. Each reference in this Agreement to any iothe fundamental not by ay provisions contained in this Section Shall be construed to Incorporate all of the Lerma and conditions provided under each rundamen o e agreement any of th vision and the l armee and Exhibits referred to therein. In the event or any conflict between say fundamental agreement provision end the balance of any other terms end conditions of this Agreement the letter shall control. 2.2 Project., The term "Project" as used in this Agreement is the improvement being built by Contractor at the Iodation and legal description hereineftar eat forth in accordance with the pians, drewinge end specifiestiooe, 2.3 Location and Legal Description or Property: 2,4 Work to be Performed: Subcontractor shall perforin the work specifically set forth on Exhibit "A" (Article i and Exhibit "A"). 2.6 Subcontract Doeumema: "Subcontract Document" shall mean this Agreement and the plans, drawings and epecificatione for the Project prepared by MainieroSmith & ASsocidtes Inc. C.E. 5). 2.6 Owner; The term "Owner" as used in this Agreement is _ TNM � (NES CnRMRATT�N (Article its successors and Design&. 2.7 Prime Contract: "Prime Contract" shall mean that certain contract entered into by Owner and Convector for the construction of the Project, 2.8 Contract Price: The Contract Price to be paid to Subcontractor is set forth in Articles 2, 3, 4, 8, 7, 17, Eabibit "A", Addendum thereto, and Exhibit "B". 2.9 Time of Performance: W04 to be performed in accordance with Superintendent's schedule. (Articles 10 and 11). LICENSE BOARD MANY QUESTIONSONCERNINit LAW TO BEG A CONTRACNTOR MAY BE RE ERRED CONTRACTORS' O HEREGISTRAR A F THE BOARD WHOSE ADDRESS IS- CONTRACTORS' STATE LICENSE BOARD 9835 COETHE ROAD SACRAMENTO, CA 95827 IN WITNESS WHEREOF, the paetles hereto beve executed this Agreement, the addeadum to Exhibit "A", Exhibit "B" and Exhibit "C", attached hereto os of the date and year above written, [NCO HOMES CORPORATION, A Delaware Corporation ALLEN WOOD OONTRACTING By: By. GregOzY Ct N=iscantrac`w1" Director of Purchasing Allen Wood "Subcontractor" Owner State Ucense No. 13523986 584639 State Lleeaso No.. GENERAL TERMS AND CONDITIONS /J19 ARTICLE I Subcontractors Performance 1.1 Subcontractor agrees to lLrnish ell Labor, materiale and equipment necessary to perform the work described in Exhibit "A" upon the terine end conditions and in the manner required by the Subcontract Documents. 1,2 Subcontractor agrees to perform in a good and workmanlike manner and to furnieh all labor and materials (ell materials shell be of brat quality and new unloee otherwise specified by the plane and specifications), supplies, equipment, aervieet, machinery and tools necessary for the complete and satisfactory performance in strict accordance with the Subcontract Documents all the work specifically set forth on Exhibit "A". ARTICLE 2 Contract Price 2.1 As compensation lot, the performance of all of Subeonvector'a work and other obligations Itoreu.nder, Contractor shall pay Subcontractor the total sum set forth on Exhibit "A" (hereinafter referred to se "Contract Price') in the manner provided in Article 9 of this Agreement and subject to the additions and deductions through change orders approved in writing by Contractor in accordance with the provisions of Article 8 of thin Agreement. 2.2 The Contract Price to be paid Subcontractor nur.oent m n,;. A.--1 :_,.i..J. L. I9G4 :22FN1 IPdCO Hof E$ illLAitiD Nu: 73551ennF. 4/4" ���M ... .... �, ,, � �_• Subcontract Ine)udee Entire Agreement .v.,en4 Includin& the Eshibits attached hereto, embodies the entire Agreement between Contractor and Subecntractor. Subcontractor represenu that in e .orating Into tRie Agreement, it dove not rely on any prevloua reprceentation, inducement, or underatendings of any kind or r.eture whether etpreseed or implied, Orel Cr e written, including bid documents or other writings not set forth as Subcontract Documents under Section 2 hereof. ARTICLE a6 Captions and Terme 38.1 The captions or Sections and Articles of We Agreement ate for convenience only, aro not a pert of this Agreement and do not in any way limit or amplify the terms and provieione of this Agreement, The masculine pronoun meed in this Agreement shall include the feminine or the neuter as the case may be, and the use of the singular shell include the plural. ARTICLE 37 Place of Contract 37.1 Exec. ption of thio Agreement shall beat Contractor's principle place of business et Ut:land, California, County of Sen Bernardino, State of California, and shall be deemed the proper county and state for all legal purpose$. ARTICLE, 88 Severability .9a.1 If any provision of this Agreement shell be determined to be void by any court of eempetent jurisdiction, then much determination shall not effect any other provision of We Agreement end all such other provision of this Agreement end all such other provisions shell remain in full force and effect; and it is the intention of the parties hereto that if any ]?revision of this Agreement is capable of two eonstructlone, one of which would render the provision void and the other of which would render the provision valid, then the Provision shell have the meaning which renders it valid. ARTICLE 98 Successors Find Asslcns 99.1 This Agreement shall be binding upon and inure to the benefit or, as the case may be, the heirs, eleeutow, adtoiniefretore, sueeessora, and sesigne of the parties hereto, EXtUSIT "A" TO SUBCONTRACT Project: Zion" Subcontract No.: _ #0110 _ Account Code No.: Grading, Rough ^ A. WORK TO BE PERFORMED AS FOLLOWS: (Section 2, subperegraph 7,4) SEE EXHIBITS "Amt "B% "L.n AND "E" ATTACHED MEREW AND MADE A PES AND INTEGRAL PART OF THIS SUBCONrRACr AGREEMENT DATED JULY 20, 1994. B, CONTRACT PRICE AND PAYMENT SCHEDULE; (Section 2, subparagraph 2.5) 70TAL LUMP SLM- $300,000.00 Payment Schedmie: 10% prior to prewater $ 30,000.00 45% upon completion $135,000.00 (includes any unfinished pads at Superintendent's request) 45% Six (6) months after date of cofTpletion $135,000.00 0% retention. Prices shall be firm through the cwPletion of Tract 23995 (300 Lots). I. -a- art Use Tax Law, or reapccti�e emendmente thereto, or any law now existing. , or which me o mvm oy auDcontractor or any sales tag or use tax pursuant to any Sales Tax g y ereefter be adopted by Federal, Stato, local or other governmental authority, taxing materials, services required, or lelaer furnished; or any other tea levied by reason of the work performed or tp be performed under thin Agreement. ARTICLE 3 Full Compensation - Payment Schedule 1.1 Subeontreetar agrees to accept the compensation at forth in Article 2 of this Agreement es full compensation for doing all work and furnishing all rrtelerisla contemplated by and embraced in this Alinement; for all loss and damage erieing out of the nature of the work or from the action of the elements or from e�y unforeseen or i known difficulties or obstructions white, arise or be encountered in the proeecudon of the work until its acceptance by Contractor and Owner; and for aU risks of every descrlptlen connected with the sort and the furnishing of equipment and materiels. 1.2 Once each month on the day determined by the dote of Contrector's requisition for release of construction funds Subcontractor shell submit to Contractor reports in Win acceptable to Centraotor of work completed during the period from the dote of the lest previous report So long at Glicontractor is not in default undor this Agreement, payment ror the work completed, subject to the retentions herein provided for in gubparegraph 3,S of this Article, shall be made within twenty five (25) days from the date of Contractor's requisition for payment of invoices presented to Contractor prior to the date of Subeontrector's requisition for payment; provided, that Contractor shell not be :bli6nted to crake progress payments to Subcontrectoruat;I Contractor has received 6) city, county, stateor other applicable governmental inspections; (ii) ifapplicable, inspection& t PI IA and VA at hereinafter Provided in Article 7 of this Agreement; (iii) relense offunde from the lender covering rte state of completion reported by Subcontractor and (iv) all m-lirriel and labor releases ss herein provided for in Article a of this Agreement. Any payment made hereunder or advances made by Contractor prior to full completion and final meroptonce of the work shelf not be construed as evidence of acceptance of any of Subcontractor's work. U construction loan funds are deposited in a Joint eccount,suboontraetoi e reports shell be submitted oa or before the appropriate cut-off date for Subontrector and Its suppliers, oranyof them. Subcontractor's requisition forreleaeo of conatmctitr and any report not Accompanied by ail proper releasee and invoices as required by Article 4 of this Agreemantshall be returned and not considered until the following paymfunds ent unto olid only then when accompanied by all such releases and invoices 4ilhheld by Contractorall fromother Sub otntreetm's invnirAgreement. . ---° separate therefrom. ton percent (10%r) of the total Contract Price, plus or minus env charas nrdars n.— V,o **�� * . Of 4 -1_,Q:19 ---k ` �/ BUS. LIC. N0. 1994 BUSINESS LICENSE APPLICATION FORM 3 `L Send Completed Form To: CITY OF LA QUINTA ************* **** t BUSINESS LICENSE DIVISION *APROVED BY 78-495 Calle Tampico * DATE La Quinta, CA 92253 **********+►* PROOF OF WORKERS COMPENSATION INSURANCE IS REQUIRED 1. Business Name: )9� /_ � i,/ d p O (2 , Al 7.;-,# r/Ll�z 2. Business Address:oo �(/,e 61-6v` 1, � 4 AJ y p Cla 'N-FU7 3. Mailing Address: Q o� Uo C' Z 4. Business Phone: ( g_) g 8' %S( 6) ,l L 7994 5. Owned By: CORPORATION PARTNERSHIP INDIVIDUAL 6. If Corporation or Partnership: Tax I.D.# 3 - 9 6 81- 7. If Individual Owner: Social Security # /9— Zi'6 - (3 9 8. Name of Owner or Officers and Title: 4 -,y t,-) ,i,C7 .DWA,�e--f- 9. SBEResale Number: 10. Number of Decals Needed: Z 11. CONTRACTORS ONLY: COPY OF STATE CONTRACTORS LICENSE IS REQUIRED A. Type of Contractor: B..Classification: C. State License Number: CONTRACTORS - GENERAL -3100.00 Or .00 Semi-annual CONTRACTORS - SUB $ 50.00 Or, $25.00 Semi-annual CONTRACTORS ARE ON A CALENDAR YEAR BASIS ONLY; ANNUAL FROM JANUARY 1ST THROUGH DECEMBER 31ST. SEMI-ANNUAL FROM JANUARY 1ST THROUGH JUNE 30TH; OR JULY 1ST THROUGH DECEMBER 31ST. I HEREBY CERTIFY that all the information supplied by me is correct and any licenses required by the County, State or Federal Government have -been issue a and are in full force and effect. X ignature Title Date COPIES OF WORKMEN'S COMPENSATION -POLICY AND STATE CONTRACTOR'S LICENSE U �emI T --It ZZZ1a 79495 CALLE TAMPICO — LA QUINTA, CALIFORNIA 92253 - (619) 777-7000 FAX (619) '777-7101 DATE: ;-;;, '�`/— w ay ATTENTION: FROM: 78-495 CALLE TAMPICO LA QUINTA, CA 92253 WALLACE NESBIT ASSOCIATE PLANNER ADVANCE PLANNING (619) 777-7125 PLANNING (619) 777-7000 CITY HALL FAX: (619) 777-7101 PROJECT: 7—,*e- Z 3 99S tyyrT ,DusT ��Tn0i QL,gtii For your information and records. Copiers requested. O�'Lt c�.•�/-� �rv2 S'i Cry A�✓�£ S ►c►� �leaTvyt.✓ Receipt. Other If you have any questions on the above please contact the undersigned. WAI I Af.F NFSRTT; ASSOCIATE PLANNER MAILING ADDRESS - P.O. BOX 1504 - LA QUINTA, CALIFORNIA 92253 F. • • E . t � f S• c .. ,— , r.y• � �'*', .e .?,fir— `�C r.r-ti J Medium -Large Scale Construction/Demolition Projects. (Greater than 5 acres)' Fugitive Dust (PM10) Mitigation Plan Date: 5/16/94 Jurisdiction: La Quinta Project File #: rV 23995 Part 1 - Project Information 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: Anthony Monaco, INCO Homes Address: 250 East Rincon Avenue, Suite 202, Corona CA 91719 Day phone number: 909/736-0700 Emergency phone number: Grading contractor (Contact Person): To be determined prior to permit issuance. 1 1000D A Address: f . 0. 9O x J� S (o jUv �v0 CA-- r'1 L Day phone number: qo-� LQj _.�,SIOp Emergency phone number: qI off' _ Construction site street address: Sw Corner Miles & Adams, La Quinta Construction site location: (See attached map) (Please include an 8.5 x 11 location map) Construction site assessor's parcel number (Tract #): 23995-1 Parcel (Tract) size: Acres or 42 Square feet Anticipated date of physical project initiation: June 15, 1994 Anticipated date of project completion: June 15, 1994 Anticipated costs for dust suppression: $ 75, 000 (Attachment C - Must also be completed an3m`aiT&_d. 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. 000ba i Earthwork Information (AcreagejCubic Yards): Project Area: 42 acres Total Disturbed Surface Area: 79 acres Cut: 73,874 Fill: 331,920 Import: 294,926 Export: 0 Phasing of Earthwork: Date Nv Yt kclgA Date Sq ,Lt11.t4 Phase I Grading (Acreage): 79 acres From: J+t-rte-4r To: August i r t994 Phase II Grading(Acreage): From: To: Phase III Grading(Acreage): From: To: Phase IV Grading(Acreage): From: To: (Attach additional information if necessary) Part 2 - Fugitive Dust Control Actions .From the inventory of fugitive dust control measures provided in Attachment A, please indicate which measures are to be implemented during the project by .placing the corresponding letter beneath the following sources. In addition, please indicate at which phase the measure will be implemented, either at Rough Grading' (RG), Finish Grading (FG), or Final Construction (FC). Demolition projects should only indicate measures in the Rough Grading (RG) column. After indicating what measures are to be implemented, complete the 'Details" section by describing how and when the measures are to be implemented. To assist you, a completed sample Fugitive Dust (PM10) Mitigation Plan is included as Attachment B. Source Details (ex., frequency of annlication number and type of dust control implements. No. RG FG FC etc Please be as snecific as possible) 1 A _ _ Agri -type irrigation system to be used for 48 hours prior to beginning mass grading operations. Site watering to be done by water trucks until completion of mass grading. This watering to be 1 A _ _ done_.twice...daily (dependent upon construction traffic, temperature, humidity and wind velocity). 00G;%jt32 (Use copies of this page if additional space is needed) Source Details (e.g., frequency of application number and type of dust control implements. No. RGFG FC . etc Please be as specific as possible) 1 — A — Site watering by water trucks to be utilized on building pads, streets and landscaped areas. This watering to be done once per day (dependent upon construction. traffic, temperature, humidity and wind velocity). 5 = — S Soil stabilizers to be used in Phase 1 & 2 - Mulch & Binder... 20 acres ... to be used for up to 6 months. The mulch is a wood cellulose fiber with a natural binder. To be inspected weekly and after rain for damage or deterioration. 5 — — S Soil stabilizers to be -used in Phases 3_, 4 & 5 - Mulch..& Copolymer ... 21 -acres ... to be used for up to one year. The mulch is a.wood cellulose fiber and the Copolymer is DSS40 (approved by AQMD). To be inspected weekly .and after rain for damage or deterioration. 5 — — S Soil stabilizers to be used in Phases 6-10 Copolymer...38 acres ... to be used for up to two years. The copolymer is DSS40 applied at a higher concentration. 'To be inspected weekly and after rain for damage or deterioration. 2 _ — H Site watering to be done by trucks on roadways used by construction traffic. This watering to be done once per day (dependent upon construction traffic, temperature, -humidity -and -wind velocity). (Use copies of this page if additional space is needed) Source Details (e Q frequency of application number and Ihme of dust control implements. No. RG FG FC etc Please be as specific as possible) 4 P P P — Stabilized construction entrances (aggregate road base) to be installed (see Erosion Control Plan for locations, sizes and details) at unpaved roads adjacent to paved public roads. These will be kept in place and maintained until project.streets are paved. 5 — — V Vegetation (hydro mulch and plantings) to be installed in perimeter parkway and residences.front yards. (See Landscape Plans for type, size and location.) 4 4 4 4 Street sweeping and washing of paved public roads to be used as necessary. This will not be significant because there is -no mass grading export and the import is coming from the adjacent property to the south. 5 U Permanent 6' perimeter block wall will be installed as each construction phase is built. 2 I I I A speed limit of 15 miles per hour will be enforced on all dirt roads for all construction vehicles. HUIUVJ 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 Ouinta to enter the above mentioned property for inspection and/or abatement purposes, an agree to hold harmless the City and its representatives from 16 qty for any actions related to this project. I also agree to complete the ecord-kk ping r %uirements included herein as Attachment C once the project has been com , teL ignature otxZw r ut orized Representative ate I have read the conditions of the Fugitive Dust (PM10) Mitigation Plan and the owner has authorized tj4q implementation of all its provisions throughout project buildout. X i naW/G/radingio/ntractor or (If not the same as above) epresentative ate 000 v 1 �------ MILES J �_ AVENUE 37 38 39 40 1 2 3 4 7 8 15 16 5 17 36 _ �- 6 14 9 18 35 94 33 32 31 30 29 2810 13 \ 19 11117 i8 21 1 27 26 �� \11 12 20 2 18 20 17 16 i9 /3 16 19 24 e' 21 15 . 3 20 21 ♦222 11 14 5 15 22 ip 13 / 6 14 23 12 12 7 1213 9 :• ' 6 24 13 8 I; 11 / 7 PARK 1`�Il, 25 14 ' B 9 10 B q 5 10 9 III 26 15 ! I 6 10 9 8 27 16 • 7 3 i 5 1 11 6 2 26 l 17 i I w 12 171B 9 4 27 3 13 'I 20 �.�� 3 ♦ 2B 23 ! 2 � I 16 2 14 I 15 – _ 22 �\ 29 I I 22 21 20 i 24 25 25 27 23 __ ` -- 26 24 28 24 28 = Q. 22 27 23 29 30 – 22 25 26 27 31 2 it 1920 11 29 X21 303 1 i 37 2 – –30 _3 � - 29 Zp� 32/ ^ 36 – – I 4 III ` 18 10 301, / 19 / 3 29 – 1 l 5 17 �\ ! 9 /31 18/ 4 2B – – SII 161 \14�/ ` 13 /i7 5. -- 6 I i / 15�8 ` \ 1� X14 ,16 \i3 6�� —7 2 ` X15 i /15114 7 _26 — 6. 3` 12 i �16i 1 8-� 516 / 11 i 17 / ,11/ B _25 �4 X17 ' 10� �1 0 019\-, -24 \1 15/ � 16, � �� � /20/ `� I \ 14/ 19/ 8�i /21//2223 22 11 \ i13I � �20i 7/ _ \ 112/ 21/ 6i 21 12_I 11 5/ 1 -- II 3 / 14 3 �. 2 1 I 20 13–I 1 . -- 14 III \ B �/ 251 26 27 128 19 7 15 6/ iII 1 / I 1 , II \--------/ 5 / I I 1161 — 1 – L— 1—1 3 1.8 117 0 iti2a.ti.onPl*an, r or Nu-thorize(I Representative a agree .0001.0 r, CONDITIONS FOR FD CP APPLICATION INCO HOMES/REUNION TRACT 23995 +42 ACRES IN TRACT 23995 (PHASES I - V ONLY) SOUTHWEST CORNER OF MILES AVENUE AND ADAMS STREET 1. Applicant shall comply with all control measure provisions as set forth in the approved FDCP application and Exhibit A (4. sheets), which shall include the following conditional measures and requirements. 2. The full amount of security furnished with the approved dust control plan shall be available to the City for measure (s) deemed necessary by the City to achieve adequate dust control even though such measures may be other than those listed by the applicant on this application. 3. Applicant shall submit copies of all records/ invoices related to cost accounting for the dust control measures assumed during grading construction. Said records shall be submitted within 30 days after completion of all dust control measures outlined in the plan, including any measures made part of the plan as a condition to its approval. Security may be withheld pending submittal of this information. All such invoices shall be provided along with the required completion of the PM10 program report form, which can be obtained from the Public Works or Planning Departments. 4. Paved roadways in areas to be graded shall be kept free of track -out and flushed with water and/or wet -swept in sufficient frequencies and amounts so as to prevent blowing dust due to traffic on pavement. Track -out or other accumulation of soil material(s) shall be prevented onto any paved public streets outside of the areas proposed for grading. Any track -out or other accumulation of soil material(s) onto paved areas, either public or private, shall be wet -swept or water -flushed by the end of the work day, and shall be kept damp during hours of operation until removal. 5. All soils associated with borrow activities on-site shall be sufficiently stabilized (watered down) so as not to create dust during loading, transport and spreading. Minimum freeboard shall be as established by the Public Works Department. It is understood that there will be no soil import/export occurring from off-site. 6. Enforcement of these conditions shall be at the discretion of the assigned field inspector, who shall verify in the field that the spirit and intent of the FDCP and its attached conditions are being complied with. Adjustments to application frequencies, quantities, and other aspects of this FDCP may be made by the inspector, at his/her discretion, to insure such compliance. 7. All unpaved construction accessways and approved travelways within the site shall be kept compacted and watered down so as to retain moisture content during construction traffic/activity. The road length shall be watered, each day, prior to any traffic activity and at the end of the day after all activity has ceased. Track out shall be removed as per Condition #4. Post construction speed limit signs at 15 mph, one for entry traffic at each unpaved DOCWN.007 temporary access. Signs must be located out of any public right-of-way and shall include the language "High PM10 Area: Do Not Exceed 15 MPH". Signs shall also be located along unpaved travelways on-site at reasonable intervals. 8. Applicant shall submit Department of Labor Material Safety Data Sheets (MSDS) for all proposed chemical/ organic soil stabilizers and binders. 9. This project must comply with all applicable provisions of SCAQMD Rules 403 and 403.1. . Wind velocity forecasts are available on a daily basis through SCAQMD at 1-800-846-7717. 10. Aggregate course shown as Detail I shall be extended 120' into the site from paved public roadways at all access locations (1990 PM10 SIP Control Measure 4d(1), pg. 4-20). 11. All stabilized soil areas where grading, construction or other land disturbance activities will not occur for at least 30 days shall be staked and posted in an appropriate manner, so as to prevent access over these areas. 12. A separate PM10 FDCP shall be required for Phases VI - X upon final grading plan review submittal. This approval applies only to Phases I - V, and to interim stabilization of Phases VI - X as part of grading construction. 13. If any employee parking occurs on-site, a suitably stabilized parking area and access shall be provided for those vehicles. Review and approval of this requirement shall be accomplished by the Planning & Development and Public Works Departments. DOCWN.007 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. A sample completed Plan is included in Attachment B. (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 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 s.uUo Go (Source No) Reasonably Available Source Control Measures (2) Unpaved (I) Reduce speed limits Roads (Cont'd) (J) Reduce vehicle trips ----------------------------- --------------- (3) Storage (K) Wind sheltering Piles Comments o 15 mile per hour maximum o Access restriction or redirecting traffic to paved roads in order to reduce vehicle trips by a minimum of 60 percent ----------------- --------------------------------------------------------------------- o. Choices include silos or enclosures o Enclosures should consist of three sided barriers equal to height of material with no more than 50 percent porosity (L) Wet suppression o Application methods include: spray bars, hoses and water trucks o Frequency of application will vary on site specific conditions (M) Chemical suppression o Best for use on storage piles subject to infrequent disturbances (N) Altering loadin/loadout o Confine loadin/loadout procedures to leeward (downwind) side procedures of the material o Most effective when used in 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 vehicle is full --------------------------------------------------------------------------------------------------------------------- (5) Disturbed (S) Chemical stabilization Areas/ Inactive Construction Sites (T) Watering o Vendors can supply information on methods for application and required concentrations 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 000, A s L' i � 3 1 �, � .� moi. t ..� � � .- } �t.H Z f `, i • i� I t ` � �� �. ATTACHMENT � - COST INFORMATION Medium -Large Scale Construction/Demolition Projects (Greater than 5 acres)l Fugitive Dust (PM10) Mitigation Plan Date: --� -1Y-7-' Jurisdiction: Project File #: rn 23993— In accordance with Section of the City's Fugitive Dust Control Ordinance, the following form must be completed and returned within IS days of issuance of certificates of use and occupancy permits or at another time predetermined by the City/County. Project proponent: Anthonv Monaco Address: 250 E. Rincon Ave, Suite 202, Corona, CA 91719 Day phone number: 909-736-0700 Emergency phone number: 909-405-1118 par 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: $15,000 - Chemical stabilization: $40,000 Wind fencing: N/A Covering haul vehicles: $2,500 Wheel washers: $2,500 Street sweeping: $5,000 Paving: $5,000 Wind sheltering: N/A Coverings: N/A Vegetation reestablishment: N/A Alter project completion inese recoras snau ae cruresmuleu iu enc %.uy rvf«" - "« gradinedemolition permit was attained- and to the Coachella Valley Association of Governments (CVA G) 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. ©06b.i.4 Y T 4 INCO HOMES CORPORATION SUBCONTRACT NUMBER: #0206 ACCOUNTING CODE: PROJECT: Tract 23995 ( 300 Lots) GENERAL LIABILITY: Scottsdale WORK: Archaeological Grading Monitoring WORKER'S COMPENSATION: Assoc. Indemnity SUBCONTRACT SECTION 1 Parties THIS SUBCONTRACT (hereinafter referred to as "Agreement") is made and entered into as of the 19th day of JUlY 1994 , at Upland, California, between INCO HOMES CORPORATION, A Delaware Corporation Contractors License Number B523968, whose address is 1282 West Arrow Highway, Upland, California 91786 P.O. Box 970, Upland, California 91785.0970 (hereinafter referred to as "Contractor") and Keith nginppring, TnC , r1ha Thp Kaith Cnrrmanies Contractors License Number N/A whose address is P.O. Box 25127, Santa Ana, CA 92799 Thomas Holm 714/540-0800 (hereinafter referred to as "Subcontractor"). SECTION 2 Fundamental Agreement Provisions 2.1 Fundamental Agreement Provisions: The fundnrnental agreement provisions of this Agreement are the proviainns referred to in this Section and the Articles and Exhibits referred to herein. Reference to fundamental agreement provisions shall not be deemed as a limitation on any of the other terms and conditions, including but not by way of limitation the GENERAL TERMS AND CONDITIONS of this Agreement, contained in this Agreement. Each reference in this Agreement to any of the fundamental agreement provisions contained in this Section shall be construed to incorporate all of the terms and conditions provided under each fundamental agreement provision and the Articles and Exhibits referred to therein. In the event of any conflict between any fundamental agreement provision and the balance of any other terms and conditions of this Agreement, the latter shall control. 2.2 Project: The term "Project" as used in this Agreement is the improvement being built by Contractor at the location and legal description hereinafter set forth in accordance with the plans, drawings and specifications. 2.3 Location and Legal Description of Property: Tract 23995 (300 Lots) as per attached Exhibit "E" 2.4 Work to be Performed: Subcontractor shall perform the work specifically set forth on Exhibit "A" (Article I and Exhibit "A"). 2.5 Subcontract Documents: "Subcontract Document" shall mean this Agreement and the plans, drawings and specifications for the Project prepared by Mainiero Smith & Associates Inc. C.E. (Article 5). 2.6 Owner: The term "Owner" as used in this Agreement is TN00 HCMES GQRPQRAT14i its successors and assigns. 2.7 Prime Contract: "Prime Contract" shall mean that certain contract entered into by Owner and Contractor for the construction of the Project. 2.8 Contract Price: The Contract Price to be paid to Subcontractor is set forth in Articles 2, 3, 4, 6, 7, 17, Exhibit "A", Addendum thereto, and Exhibit "B". 2.9 Time of Performance: Work to be performed in accordance with Superintendent's schedule. (Articles 10 and 11). CONTRACTORS ARE REQUIRED BY LAW TO BE LICENSED AND REGULATED BY THE CONTRACTORS' STATE LICENSE BOARD. ANY QUESTIONS CONCERNING A CONTRACTOR MAY BE REFERRED TO THE REGISTRAR OF THE BOARD WHOSE ADDRESS IS: CONTRACTORS' STATE LICENSE HOARD 9835 GOETHE ROAD SACRAMENTO, CA 95827 IN WITNESS WHEREOF, the parties hereto have executed this Agreement, the addendum to Exhibit "A", Exhibit "B" and Exhibit "C", attached hereto as of the date and year above written. KEITH ENGINEERING, INC., dba INCO HOMES CORPORATION, A Delaware Corporation THE KEITH COMPANIES By: , ontractor' "Subcontrac r" Frederick W. Farm Land Dev. Manager Thomas Holm Vice President State License No. B523968 State License No._ N GENERAL TERMS AND CONDITIONS /jlg ARTICLE 1 Subcontractor's Performance 1.1 Subcontractor agrees to furnish all labor, materials and equipment necessary to perform the work described in Exhibit "A" upon he terms and conditions and in the manner required by the Subcontract Documents. 1.2 Subcontractor agrees to perform in a good and workmanlike manner and to furnish all labor and materials (all materials shall be of first quality and new unless otherwise Ye by the plane and specifications), supplies, equipment, services, machinery and tools necessary for the complete and satisfactory performance in strict accordance with the Subcontract Documents all the work specifically set forth on Exhibit "A". ARTICLE 2 Contract Price 2.1 As compensation for the Performance of all of Subcontractor's work and other obligations hereunder, Contractor shall pay Subcontractor the total sum set forth on Exhibit "A" (hereinafter referred to as "Contract Price") in the manner provided in Article 3 of this Agreement and subject to the additions and deductions through change orders approved in writing by Contractor in accordance with the provisions of Article 6 of this Agreement. 2.2 The Contract Price to be paid Subcontractor pursuant to this Agreement includes the payment by Subcontractor of any sales tax or use tax pursuant to any Sales Tax' hereafter be ed taxingLaw rUse Tax Law, or mate els, servicesrrequired, or ective labor�furnished,ents to, or any law now or any other tax leviedbyreasonch of he work performedoortto be perforal, State, rmed under this Agreemcal or other ent. authority, ARTICLE 3 Full Compensation - Payment Schedule 3.1 Subcontractor agrees to accept the compensation set forth in Article 2 of this Agreement as full compensation for doing all work and furnishing all materiels contemplated by and embraced in this Agreement; for all loss and damage arising out of the nature of the work or from the action of the elements or from any unforeseen or unknown difficulties or obstructions which may arise or be encountered in the prosecution of the work until its acceptance by Contractor and Owner; and for all risks of every description connected with the work and the furnishing of equipment and materials. 3.2 Once each month on the day determined by the date of Contractor's requisition for release of construction funds, Subcontractor shell submit Contractor greporte in form acceptable to Contractor of work completed during the period from the date of the lest previous report. So long as Subcontractor is not in defaultt under this Agreement, payment for the work completed, subject to the retentions herein provided for in subparagraph 3.3 of this Article, shall be made within twenty-five (25) days from the date of Contractor's requisition for payment of invoices presented to Contractor prior to the date of Subcontractor's requisition for payment; provided, that Contractor shall not be obligated to make progress payments to Subcontractor until Contractor hes received (i) city, county, state or other applicable governmental inspections; (ii) if applicable, inspections of FHA and VA as hereinafter provided in Article 7 of this Agreement; (iii) release of funds from the lender covering the state of completion reported by Subcontractor and (iv) all material and labor releases as herein provided for in Article 4 of this Agreement. Any payment made hereunder or advances made by Contractor prior to full completion and final acceptance of the work shall not be construed as evidence of acceptance of any of Subcontractor's work. If construct' - r'mde ar• de -isie son a joint accounase of t, etbccontr funds reports shall be submitted on or before the appropriate cut-off date for Subcontractor and its suppliers, or any of ' 'orad until the following payment date end any report not accompanied by all proper releases and invoices as required by Article 4 of this Agreement v' and only then when accompanied by all such releases and invoices. 3b. thisMY . pro Iv aim. 39.1 This Agreeme,. A. WORK TO BE PERFORMED AS FOLLOWS: (Section 2, subparagraph 2,1) and shall be deemed ,alion shall not affect any other provision of a it is the Intention of the parties hereto that if which would render the provision valid, then the Ars, executors, administrator@, successors, and assigns of the parties hereto. JSUBCONTRACT Project: Tract 23995 ( 300 Lots) Subcontract No, 20 ,;(Za� cradin4 Monitoring Account Code No.: SEE EXHIBITS "A", nB,r C DnEn AND nFn ATTACHED HERETO AND MADE A PERMANENT AND INTEGRAL PART OF THIS SUBCONTRACT AGREEMENT DATED JULY 19, 1994. B. CONTRACT PRICE AND PAYMENT SCHEDULE: (Section 2, subparagraph 2.51 TOTAL: LRT`G(�� C. SUPERINTENDENT: (Article 9) NOT TD EXCEED $11,995.00 Anthony Monaco Name: Address: 1282 West Arrow Highway, Upland, California 91786Iniana IDi.V isionf office) , t Telephone number: ( 909) 736-0700 ( 909 1 981-8989 Upland Office 124 -hour answeri service) INCO 11(1\IF.S l.'llltl'(1NATION, A Ilrloe nre (:-I olinn Lj By. _._.... Frederick W. Farr("°t`a'"n` Land Dev. Manager KEITH ENGINEERING, INC., dba THE KEITH CCMPANIES Thomas Holm ••tiutrvntrprtnr' Vice President 714/540-0900 l veq I AACTOtkO lki, to I,, I'll "14" su.,uva,ra a a..al a.r a LAA.., L a.n a a�ay� A vet. . At%A- LICENSE BOARD. At .iNCERNING A CONTRACTOR MAY BE REFERRED TO THE REGISTRAR OF THE BOARD WHOSE CONTRACTORS' STATE LICENSE BOARD 9835 GOETHE ROAD SACRAMENTO, CA 95827 IN WITNESS WHEREOF, the parties hereto have executed this Agreement, the addendum to Exhibit "A", Exhibit "B" and Exhibit "C", attached hereto as of the date and year above written. KEITH ENGINEERING, INC., dba INCO HOMES CORPORATION, A Delaware Corporation THE KEITH CCMPANIES r By. W . By: FY'ederick W. Far2lontra`tor" Land Dev. Manager Thomas Holm "Subcontrac Vice President State License No. B523968 State License No._ N GENERAL TERMS AND CONDITIONS / j lg ARTICLE 1 Subcontractor's Performance 1.1 Subcontractor agrees to furnish all labor, materials and equipment necessary to perform the work described in Exhibit "A" upon the terms and conditions and in the manner required by the Subcontract Documents. 1.2 Subcontractor agrees to perform in a good and workmanlike manner and to furnish all labor and materials (all materials shall be of first quality and new unless otherwise Te by the plans and specifications), supplies, equipment, services, machinery and tools necessary for the complete and satisfactory performance in strict accordance with the Subcontract Documents all the work specifically set forth on Exhibit "A". ARTICLE 2 Contract Price 2.1 As compensation for the performance of all of Subcontractor's work and other obligations hereunder, Contractor shall pay Subcontractor the total sum set forth on Exhibit "A" (hereinafter referred to as "Contract Price") in the manner provided in Article 3 of this Agreement and subject to the additions and deductions through change orders approved in writing by Contractor in accordance with the provisions of Article 6 of this Agreement. 2.2 The Contract Price to be paid Subcontractor pursuant to this Agreement includes the payment by Subcontractor of any sales tax or use tax pursuant to any Sales Tax Law or Use Tax Law, or respective amendments thereto, or any law now existing, or which may hereafter be adopted by Federal, State, local or other governmental authority, taxing materials, services required, or labor furnished, or any other tax levied by reason of the work performed or to be performed under this Agreement. ARTICLE 3 Full Compensation - Payment Schedule 3.1 Subcontractor agrees to accept the compensation set forth in Article 2 of this Agreement as full compensation for doing all work and furnishing all materials contemplated by and embraced in this Agreement; for all loss and damage arising out of the nature of the work or from the action of the elements or from any unforeseen or unknown difficulties or obstructions which may arise or be encountered in the prosecution of the work until its acceptance by Contractor and Owner; and for all risks of every description connected with the work and the furnishing of equipment and materials. 3.2 Once each month on the day determined by the date of Contractor's requisition for release of construction funds, Subcontractor shall submit to Contractor reports in form acceptable to Contractor of work completed during the period from the date of the last previous report. So long as Subcontractor is not in default under this Agreement, payment for the work completed, subject to the retentions herein provided for in subparagraph 3.3 of this Article, shall be made within twenty-five (25) days from the dale of Contractor's requisition for payment of invoices presented to Contractor prior to the date of Subcontractor's requisition for payment; provided, that Contractor shall not be obligated to make progress payments to Subcontractor until Contractor has received (i) city, county, state or other applicable governmental inspections; (ii) if applicable, inspections of FHA end VA as hereinafter provided in Article 7 of this Agreement; (iii) release of funds from the lender covering the state of completion reported by Subcontractor and (iv) all material and labor releases as herein provided for in Article 4 of this Agreement. Any payment made hereunder or advances made by Contractor prior to full completion and final acceptance of the work shall not be construed as evidence of acceptance of any of Subcontractor's work. U construction loan funds are deposited in a joint account, Subcontractor's reports shall be submitted on or before the appropriate cut-off date for Subcontractor and its suppliers, or any of them. Subcontractor's requisition for release of construction funds and any report not accompanied by all proper releases and invoices as required by Article 4 of this Agreement shall be returned and notconsidered until the following payment date and only then when accompanied by all such releases and invoices. In addition to all other provisions of this Agreement, and separate therefrom, ten percent (10%) of the total Contract Pri lus or minus any change orders, may be t withhe Contractor from Subcontractor's invoices. As soon as practicable after Subcontractor's completion of all of its work here r, final inspec ion and tests shall be - made there Contractor and Owner. When such inspection and tests prove satisfactory, the work shall be accepted, subject, however, he i o rovided for by _ f subparagraph 3. this Article. Subcontractor shell furnish Contractor end Owner with a release of all claims against Contractor and Owner an ' tue of this Agreement as more a ficelly required by Article 4 of this Agreement, other then such claims, if any, made with the consent of Contractor an n a icelly excepted by Contractor fro a operation of the release in stated amounts to be set forth therein. Contractor shell be entitled to withhold the retention ontr or for a period of (i) thirty-five (35 s from acceptance by Contractor and Owner of work performed, subject, however, to the provisions of subparagraph 3.4 o icle, or (ii) for the period established by law ure that there are no claims or liens in connection with the work or against the Project, or any portion thereof, whichever pe shall occur last. Contractor may off -set against tions payable any back charges, overpayments on any other work performed by Subcontractor pursuant to any other contr between Subcontractor and Contractor or the r ion thereof, and any other claims which Contractor may have against Subcontractor. 3.4 Payments otherwise due may be withheld by Contractor until completion of all city, county, state, or other applicable governmental inspections, including, if applicable, inspections of FHA and VA as hereinafter provided in Article 7 of this Agreement; or on account of defective work not remedied or claims filed or reasonable evidence indicat- ing probability of filing of claims; or failure of Subcontractor to make payments properly to contractors for material or labor; or a reasonable doubt that the Agreement can be completed for the balance then unpaid. If the foregoing causes are removed, the withheld payment shall promptly be made. If said causes are not removed on written notice, Contractor may rectify the same at Subcontractor's expense. Should any valid indebtedness arise after final payment is made, Subcontractor shall reimburse Contractor for any amount that it may pay in discharging any lien therefor or any claim affecting title to the work or the Project. 3.5 The provisions of this Article are subject to all of the other provisions of this Agreement, including, but not limited to, Articles 7, 17 and 20 of this Agreement. ARTICLE 4 Material and Labor Releases 4.1 Subcontractor agrees to furnish to Contractor and Contractor may refuse payment to Subcontractor unless and until Subcontractor furnishes to Contractor notices establishing rights to claim of liens and releases of ell such claims of all laborers, materialman, contractors, and subcontractors performing work or furnishing material under this Agreement, all in a form satisfactory to Contractor, and it is agreed that no payment hereunder shall be made, except at Contractor's option, unless and until such releases are furnished to Contractor. ARTICLE 5 Adherence to Subcontract Documents 5.1 Subcontractor's work shall be performed strictly in accordance with the Subcontract Documents and the plans, specifications and this Agreement, and all such documents are to be construed to supplement each other so that any work mentioned in one such document but not in the other shall be performed in the same manner es if mentioned in all such documents. Should a conflict arise between such documents, the specifications shall control over the plans, and this Agreement shall control over both the plans and specifications. Anything mentioned in the specifications and not shown on the drawings, or shown on the drawings and not mentioned in the specifications, shall be of like effect as if shown or mentioned in both. In case of discrepancies, the matter shall be submitted immediately to Contractor for determination. ARTICLE 6 Changes in Work 6.1 Contractor reserves the right by written notice to correct any errors or to make any changes in the specifications and the drawings. If such changes cause a material increase or decrease in the costs of performing the work or the time of performance, and written notice thereof is given to either party, within five (5) days after the giving of such notice of change an equitable adjustment in the compensation and the time of performance shall be made. Subcontractor agrees to make any and all changes, furnish the materials and perform the work that Contractor may require without nullifying this Agreement at a reasonable addition to, or a reduction from, the Contract Price stated herein, and pro rete to the same. If the parties cannot agree upon such adjustment within five (5) days after the receipt of the notice of change referred to herein, the matter shall be submitted to arbitration as hereinafter provided, but Subcontractor shall proceed immediately with the work as changed. 6.2 Under no conditions shall Subcontractor make any changes either as additions or deductions without the prior written order and approval of Contractor and Contractor shell not pay any extra charges made by the Subcontractor that have not been agreed upon prior thereto in writing by Contractor. In no event shall Contractor make payment for any such extra charges unless and until the Contractor itself receives a payment from Owner. Subcontractor shall submit immediately to the Contractor written copies of its cost or credit proposal for changes in the work. Disputed work shall be performed as ordered in writing by the Contractor and the proper costs or credit breakdowns therefor shell be submitted without delay by Subcontractor to Contractor. 6.3 If Subcontractor fails to give notice of claim relating to any work for which compensation is asserted within thirty (30) days after such work is performed, Subcontractor shall be liable for the expense thereof. 6.4 If Subcontractor initiates a substitution, deviation or change in the work which affects the scope of the work or the expense of other trades, Subcontractor shall be liable for the expense thereof. IN t ARTICLE Inspection and Rejection of Materials and Workmanship 7.1 All work and materials furnished shall conform to the requirements of all city, county, and state ordinances and laws. All work shall meet with the approval and pass inspection of the city, county and state where the work is to he performed or materials are to be furnished. If the work being performed is being constructed under specificatinn of the Federal Housing Administration (-FHA-) and the Veterans Administration ("VA-), or either of them, such work and materials furnished shall also meet with all of the applicable requirements of the FHA and VA and shall be subject to applicable inspection of the FHA and VA. No work is to be deemed completed until final inspection is approved by the city, county, state and if erected under FHA and VA, or either of them, by the applicable inspectors of the FHA and VA, as well as inspection and acceptance as hereinafter provided by Contractor and Owner. 7.2 All materials and workmanship furnished or performed by Subcontractor shell be further subject to final inspection, tests and acceptance by Contractor and Owner upon completion of all work and whether or not previously paid for by Contractor. At any and all proper times during manufacture or performance of the work, all materials and workmanship furnished or performed by Subcontractor shall be subject to inspection, tests and approval by inspectors of Contractor, or Owner, at any and all places where such manufacture or performance shall be carried on. Failure of such inspectors to make inspections or tests or to discover defective workmanship or materials shall not prejudice the rights of Contractor or Owner on final inspection and tests. All expenses of tests and inspections to prove or establish the acceptability of performance of work or materials hereunder shall be borne by Subcontractor. 7.3 If upon any such inspections or tests as provided in subparagraphs 7.1 or 7.2 of this Article, any material or workmanship shall be found to be defective or not to conform to the requirements therefor, it shall be rejected and the Subcontractor shell be notified thereof. Subcontractor, at its expense, shall promptly correct workmanship which does not comply with such requirements by making the some comply therewith and shall promptly replace any material or equipment (except such as may have been furnished by Contractor) which does not conform to such requirements. If Subcontractor shall fail to replace or correct rejected materiel or workmanship immediately and without delay, Contractor, at its option, may replace or correct the same and all costs and expenses of Contractor, including, but in no way limited to, compensation for Contractors managerial and administrative expenses, in connection therewith shall be borne by Subcontractor. 7.4 Neither the final payment nor any provision in the Subcontract Documents shall relieve the Subcontractor of responsibility for faulty materials or workmanship, and the Subcontractor shall, when notified of any such defects, promptly remedy same and pay for any damage to the Project and other work resulting therefrom. ARTICLE 8 Liens and Claims 8.1 Contractor shall pay when due all claims for labor or material incurred by it in the performance of this Agreement. If any lien, notice of intention, stop notice, claim of mechanics or materialmen, or attachment, garnishments or suits are filed in connection with the work or against the Project, or any portion thereof, whether or not any of the going are valid, Subcontractor shall, within ten 00) days after written demand to it by Contractor, cause the effect of such lien, attachment or suit to be removed from or against the Project, and all portions thereof, and in the event Subcontractor shall fail to do so, Contractor and Owner are each hereby authorized to use whatever means they may deem best to cause the lien, attachment or suit together with its effect upon the title, to be removed, discharged, satisfied, comprised or dismissed and the cost thereof, including reasonable attorneys' fees incurred by Contractor and Owner, shall immediately become due from Subcontractor and Owner, or Contractor, at its option, shall have the right to deduct such costs directly from the compensation due or to become due to Subcontractor unless such costs exceed said compensation, in which letter event the excess shall be a debt immediately due from Subcontractor to Contractor. It is understood that Contractor's rights herein include its right to satisfy such lien by payment, and upon payment, Subcontractor shall have no right or remedy against Contractor, and such rights and remedies of Subcontractor, if any against Contractor are hereby expressly waived. Subcontractor may contest any such lien, attachment, or suit provided it shall cease the effect thereof to be removed from the Pro'ect and all portions thereof, and shall do such further things as may be necessary to cause any lender of the Owner not to withhold monies due to Contractor, or from Owner �y reasons of such liens, attachments or suits. In addition to the foregoing, Subcontractor shall indemnify and save Contractor, Owner, lenders, title insurance companies and any sureties free and clef demands, causes of actions or suite of whatever nature arising out of the services, labor end materiels furnished by Subcontractor or its contractors, uft4 els Agreeme ARTICLE 9 Designation of Superintendent 9.1 Subcontractor shall designate a competent individual (hereinafter referred to as "Superintendent"), which designation shall be set forth on Exhibit "A", who, on behalf of Subcontractor shall have complete charge of all work and such Superintendent shall be at the job site during all times when Subcontractor's work is in progress, and such Superintendent shall be authorized to represent Subcontractor during all phases of Subcontractor's work. In the event of any change of the Superintendent, Subcontractor shall notify the Contractor who the new Superintendent is to be prior to such change becoming effective. ARTICLE to Work Schedule and Subcontractor's Examination 10.1 Contractor represents that it, the Owner, and other contractors and subcontractors may be working at the Project during the performance of this Agreement. Contractor reserves the right to direct the Subcontractor to schedule the order of performance of Subcontractor's work hereunder in such manner as not unreasonable to interfere with the performance of the work by Contractor, Owner, and other contractors and subcontractors. 10.2 Subcontractor has by careful examination ascertained the nature and location of the work, the conformity of the ground on which the work is to be performed, the character, quality and quantity of the materials, equipment and facilities necessary to complete the work, the general and local conditions pertaining to the work, and all other matters by which in any way can affect the performance of this Agreement by Subcontractor. Subcontractor assumes full responsibility for the accuracy of all lines, levels and measurements and their relation to the benchmarks, property lines and reference lines. In all cases where dimensions are governed by conditions already established, the responsibility for correct knowledge of the conditions shall rest entirely on Subcontractor. No variation from the specified lines or grades or dimensions shall be made except on written authority of Contractor. All work shall be made to conform to actual, final conditions as they develop in the course of the work. Subcontractor acknowledges that it has entered into this Agreement solely on the basis of its prior examination of the location and not because of any representations or warranties pertaining to the work to it by Contractor or Owner or any agent of the Contractor or Owner and not contained in this Agreement. It is further agreed that there shall be no extra charge, cost or expense to Contractor or Owner for work done by Subcontractor because of surface or subsurface conditions, latent or otherwise, whether or not indicated in the specification and drawings and that Subcontractor shall be solely responsible at its costs and expenses for the correction of the work of Subcontractor caused by any such surface or subsurface conditions. ARTICLE 11 Time of Performance 11.1 Time is of the essence of the Agreement and all actions taken by the parties hereto shall be taken to the end that the performance of this Agreement shall be fully expedited. Subcontractor shall commence the work covered by this Agreement immediately upon notification from Contractor. From commencement of work, unless notified to the contrary, Subcontractor shall complete its work and obligations hereunder within the time period set forth in subparagraph 2.9 of Section 2 of this Agreement. Should Contractor's work schedule be changed, Subcontractor shall proceed in strict accordance with Contractor's directions. ARTICLE 12 Extension of Time 12.1 In case of any delay caused by Contractor, or Owner, or any delay which is beyond the reasonable control of the Subcontractor, the cause of which was not reasonably ascertainable by Subcontractor at the time this Agreement was entered into, written notice of such delay and of anticipated results thereof shall be given promptly to Contractor by Subcontractor. Failure to give such written notice promptly shall be deemed sufficient reason for denial of any extension of time by Contractor. Contractor shall notify Subcontractor promptly if, in its opinion, the cause of delay specified is such as to entitle or not to entitle Subcontractor to an extension of time. After such opinion of Contractor, that the cause of delay was beyond the reasonable control of Subcontractor and that it was not reasonably ascertainable by Subcontractor at the time this Agreement was entered into, then the duration of delay shall be determined and that it was not reasonably ascertainable by Subcontractor at the time this Agreement was entered into, then the duration of delay shall be determined by Contractor and the time of performance of the work, the performance of which has been delayed thereby, shall be extended, in writing by Contractor. ARTICLE 13 Damages for Delay Subcontractor may suffer by reason of Contractor, Owner or other contractors or subcontractors delaying Subcontractor in p 13.1 Subcontractor shall not be entitled to and hereby expressly waives any and all rights to make claims or to be entitled to receive any compensation or damages which from any cause whatsoever. erformance of the work, or any portion thereof, 13.2 Should Subcontractor default in the Proper performance of its work, thereby causing delay to the Prime Contract work, it shall be liable for any and all loss and damages including consequential damages, sustained by Contractor as a result thereof. Subcontractor shall not be liable under this Article if such default be caused by strikes, lockouts, acts of God or other reasons beyond the control of Subcontractor providing Subcontractor gives prompt written notice as provided in Article 12 of this Agreement. ARTICLE 14 Subcontractor's Insurance 14.1 Subcontractor, at its own cost and expense, shall procure and maintain on all of its operations hereunder the following policies of insurance: 14.1.1 Unlimited worker's compensation and employer's liability insurance as required by law; 14.1.2 Combined single limit, public liability and property damage insurance with limits as hereinafter set forth; 14.1.3 Combined single limit Contractor's contingent liability and property damage insurance with limits as hereinafter set forth; and 14.1.4 Motor vehicle public liability and property damage insurance covering all vehicles used by Subcontractor in the performance of the work with limits as hereinafter set forth. 14.2 Limits for coverage described in subsections 14.1.2, 14.1.3, and 14.1.4 shall be in the sum of One Million Dollars ($1,000,000.00) on account of bodily injuries including death on one (1) or more persons, and for property damage resulting from any one accident which may arise from the operations of Subcontractor in performing the work covered by this Agreement. 14.3 Each policy of insurance shall be in such form and shell be issued by such company or companies as may be satisfactory to Contractor and delivered to Contractor prior to commencement of any work. Each policy of insurance shall name Contractor and Owner as additional insureds and the worker's compensation and employer's liability insurance described in subsection 14.1.1 shall also name Contractor's insurer as an additional insured. Subcontractor shall cause to be furnished to Contractor certificates of insurance from the insurance companies which certificates shall include the following clause: "Thirty (30) days advance notice shall be given in writing to Contractor at address shown in Section I hereof, on cancellation, termination or alteration of the policies evidenced by this certificate." R il W LXf1SLI,`I' "A" TO SUBCONTRACT AGREEMENT FOR 'TRACT 23995, 300 LOTS, LOCATED IN THE CITY OF LA QUINTA, CAi,IFORNIA. THIS EXHIBIT "A" IS AND DOES HEREBY BECOME A PERMANENT AND INTEGRAL PART OF THIS SUBCONTRACT AGREEMENT BY AND BETWEEN INCO HOMES CORPORATION AND KEITH ENGINEERING, INC., DBA THE KEITH COMPANIES, DATED JULY 19, 1994, COVERING THE TRADE OF ARCHAEOLOGICAL GRADING MONITORING. A. Work to be performed as follows: (Section 2, Subparagraph 2.4) 1. All work to be performed in a workmanlike manner. 2. Subcontractor shall furnish certificate of insurance designating Contractor as "additional insured", with limits as set forth in Article 14 herein. 3. Subcontractor to acquire any license (City/County business, etc.) required by the City/County to conduct the business of their trade within the City/County limits. 4. All materials shall be the sole responsibility of the Subcontractor. 5. Subcontractor must have all invoice documentation in Contractor's Upland office for at least 24 hours (overnight) prior to issuance of , a check so that proper review/approval/calculation can be done. �- rofvoices must be submitted in proper form w 'r _,days eforming work; failure to do so may result in non -pa '"���'19; 7. The Subcontractor shall be responsible for adhering to any dust control ordinance/policy (should any ordinance/policy be in effect) at all times during construction. 8. Absolutely no alcoholic beverages/drugs of any kind are to be brought to or consumed on the jobsite. Damages of any nature sustained by any party as a direct or indirect result of Subcontractor's personnel violating this rule will be the sole of said Subcontractor. 9.. If extras are required and pre -approved by Inca•,, tri,` all not Include overhead or profit, but be charged to Inco at and material cost only. ASICL.-to&( l bev 10. NO PORTION OF THIS CONTRACT CAN BE SUBLET IN PART OR WHOLE WITHOUT WRITTEN AUTHORIZATION FROM CONTRACTOR. Should authorization be granted and subcontractor hires anyone else to physically complete any part of their contract with us, the other subcontractor must furnish us with the same information in reference to license and insurance that we required from our subcontractor. This means that we will require a certificate of insurance from them naming us as additional insured. 11. The Subcontractor Procedures enclosed are hereby deemed a part of this Subcontract Agreement. 12. Subcontractor's scope of work dated February 28, 1994, described as Exhibit "F", shall become part of this contract agreement. INCO HOMES CORPORATION BY: Frederick W. Farr Land Dev. Manager DATED: Doc:22995arc.exa KEITH ENGINEERING, INC., dba THE KEITH COMPANIES BY: 07�WVV4 Thomas Holm Vice President DATED:17 - 2-7J'"I Lj E X H I B I T " B" Reference: Subcontract Agreement for Tract 23995, 300 Lots/La Quinta, by and between Keith Engineering, Inc., dba The Keith'Companies and Inco Homes Corporation, dated July 19., 1994, covering the trade of Archaeological Grading Monitoring. Loi ��Lou't' n's�r a.v'F� ✓i2 a {t This Subcontract Agreement is all-inclusive. There are to be NO EXTRAS^ Authorization for additional work not covered by this Subcontract Agreement must be through the Upland Office. Field Personnel are not granted any rights to authorize payment for work not covered by this Agreement. The signature of any Field Personnel on any document does not constitute commitment for payment. INCO HOMES CORPORATION By: A�J Frederick W. Farr Land Dev. Manager Dated: Doc:23995arc.exb II . r . KEITH ENGINEERING, INC., dba THE KEITH COMPANIES w By. r /Ay - Thomas Holm / Vice President Dated: � _ 2 � - q E X H I B I T is C" Reference: Subcontract Agreement for Tract 23995, 300 Lots/La Quinta, by and between Keith Engineering, Inc., dba The Keith Companies and Inco Homes Corporation, dated July 19, 1994, covering the trade of Archaeological Grading Monitoring. This contract is separate and distinct from any other contract entered on this property. Inco Homes Corporation will not and cannot be held responsible for payment or liens claimed under any other contract for this Tract and property. INCO HOMES CORPORATION n� W •�_— By: � Frederick W. Farr Land Derv. Manager Dated: l Doc:23995arc.exc KEITH ENGINEERING, INC., dba THE KEITH COMPANIES By: �. V --- Thomas Holm Vice President Dated: ZOO - N E I H I T "D" "GIIARANTY A EEMENT" 1. or valuable consideration in entering into that certain contract of ly 19, 1994, Archaeological Grading Monitoring for La Quinta, Trac 23995, 300 Lots, (hereinafter known as "Archaeological G ading Monitoring"), the undersigned (hereinafter called "Guarantors') jointly and severally unconditionally guarantee to Inco H es Corporation, A Delaware Corporation (hereinafter called Of ligee") the timely payment and/or performance of each and all of the covenants, duties and obligations (collectively th "Obligors") of Keith Engineering, Inc., dba The Keith Companies (he einafter called "Obligors") to be paid and/or performed by Obligors nder that certain contract of Archaeological Grading Monitoring a "Contract". The word "Obligations" includes both performance nd financial obligations, including but not limited to any and all advances, debts, obligations, and liabilities of Obligors o any one or more of them, heretofore, now, or hereafter made, inc red, or created, whether voluntary or involuntary and however aris g, absolute or contingent, liquidated or unliquidated, determined or ndetermined, and whether Obligors may be liable individually or j 'ntly with others. Joinder of Parties �t 2. The Obligations of Guarantors hereunder are joint nd. 1 a 1 L everal, and independent of the Obligations of Obligors and a se arate action or actions may be brought and prosecuted against Guar tors whether action is brought against Obligors or whether Obligor be joined in any such action or actions. Any payment by Obligors o other circumstance that operates to toll any statute of limitations to Obligor shall also operate to toll the statute of limitations as to Guarantors. Any Guarantor who is a married person agrees tha recourse may be had against his or her separate or community prope ty for his or her obligations under this Agreement. Capacity d Authority of obligors 3. It is not neces ry for Obligee to inquire into the capacity or powers of Obli rs or the officers, directors, partners, or agents acting or pu orting to act on their behalf, and any Obligation made or created in reliance on the professed exercise of those powers shall be guar teed under this Agreement. If one or more of the Obligors is a partnership, the words "Obligors" and "Obligation" as used in this Agreement include all successor partnerships and their liabilities Obligee. Waiver of Defenses 4. Guarantors waive any right to require iAlgee to (a) proceed against Obligors; (b) proceed against or xhaust any security held from Obligors; or (c) pursue any other emedy in Obligee's power whatsoever. Guarantors waive any defense b sed on or arising out of any defense of Obligors other than payment an /or performance in full of the Obligation, including, witho 2 'mitation, any defense based on or arising out of the disability of bligors, the unenforceability of the Obligation or any part hereo from any cause, or the cessation from any cause of the liabilit of Obligors other than payment and/or performance in full of the Obli ation. Obligee may, at its election, foreclose on any security held y Obligee by one or more judicial sales, whether or not every aspec of any such sale is commercially reasonable, or exercise any othe right or remedy Obligee may have against Obligors, or any sec ity, without affecting or impairing in any way the liability of Gua antors under this Agreement, except to the extent the Obligation has een paid and/or performed. Guarantors waive any defense arising ou of such an election by Obligee, even if the election operates to i pair or extinguish any right of reimbursement or subrogation or of er right or remedy of Guarantors against Obligors or any security. Until all Obligations of Obligors to Obligee have been paid nd/or performed in full, Guarantors shall have no right of subro ation, shall waive any right to enforce any remedy that Obligee no has or may hereafter have against Obligors, and shall waive any nefit of, and any right to, participation in any security now or reafter held by Obligor. Guarantors waive all presentments, demands for performance, notices of protest, notices of dishonor,�otices of acceptances of this guaranty, and notices of the a fstence, creation, or incurring of new or additional Oblig tions. Guarantors assume all responsibility for keeping themse ves informed of Obligors' financial condition and assets, and of a 3 ther circumstances bearing upon the risk of nonpayment or no erformance of the Obligations and the nature, scope, and extent of th risks that Guarantors assume and incur under this Agreement, and agr that Obligee shall have no duty to advise Guarantors of informatio known to it regarding those circumstances or risks. Attorneys' Fees and Costs 5. In ddition to the amounts guaranteed under this Agreement, Guarant rs jointly and severally agree to pay reasonable attorneys' fees and all other costs and expenses incurred by Obligee in enforcing is guaranty in any action or proceeding arising out of, or relati to,.this guaranty. Lie and Setoffs 6. In addition to all liens upon, and rights of setoff against the monies, securities, r other property of Guarantors given to Obligee by law, Obligee sha 1 have a lien upon and a right of setoff against all monies, securi 'es, and other property of Guarantors now or hereafter in the posse ion of Obligee, whether held in a general or special account, for safekeeping or otherwise; and every such lien and right of setoff may be exercised without demand upon or notice to Guara tors. Nonwaiver of Rights of Obligee \en 7. No right:of power of Obligee under this ll be deemed to have been waived by any act or conducof Obligee, or by any neglect to exercise that right y any delay in so doing; and every right or power sin full force and effect until specifically waived orn 4 strument in writing executed by Obligee. Meaning of Terms 8. In all cases where there is but a single Obligor or a single arantor, all words used herein in the plural shall be deemed to ave been used in the singular where the context and construction o require; and when there is more than one Obligor named herein, o when this guaranty is executed by more than one Guarantor, the ord "Obligors" and the word "Guarantors" respectively shall m an all and any one or more of them. Effe t on Heirs and Assigns 9. This guaranty and the liability and obligations of Guarantors under this Agree ent are binding upon Guarantors and their respective heirs, execut rs, and assigns, and inure to the benefit of and are enforceable y Obligor and its successors, transferees, and assigns. Governing Law and Mo fication 10. This guaranty shall be deemed to be made under, and shall be governed by, the laws of the State f California in all respects, including matters of constructi n, validity, and performance, and its terms and provisions ma not be waived, altered, modified, or amended except in writing du l signed by an authorized officer of Obligee and by Guarantors. e-� Invalidity 11. If any provision of this guaranty contravenes or held invalid under the laws of any jurisdiction, this guaranty shal be construed as though it did not contain that provision, and t 5 rights and liabilities of t parties of this Agreement shall be construed and enforced according P� . IN WITNESS WHEREOF, the undersigned Guarantors have executed this Guaranty on 19 Thomas Holm, Vic President APPROVED AS TO FORM: INCO HOMES CORPORATION Frederick W. Farr Land Dev. Manager /jlg Doc:23995arc.exd 6 KEITH ENGINEERING, INC., dba THE KEITH COMPANIES Tw'7 23995 E X H I B I T E" DESCRIPTION IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA: THAT PORTION OF THE SOUTHEAST ONE-QUARTER OF SECTION 19, TOWNSHIP 5 SOUTH, RANGE 7 EAST, SAN BERNARDINO MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SOUTHEAST ONE-QUARTER OF SECTION 19; THENCE SOUTH 000 10' 15" EAST ALONG THE EASTERLY LINE OF SAID SOUTHEAST ONE-QUARTER A DISTANCE OF 50.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID EASTERLY LINE, SOUTH 000 10' 15" EAST, A DISTANCE OF 1303.00 FEET; THENCE SOUTH 890 49' 45" WEST A DISTANCE OF 166.00 FEET; THENCE SOUTH 000 10' 15" EAST A DISTANCE OF 132.00 FEET; THENCE SOUTH 890 49' 45" WEST A DISTANCE OF 278.00 FEET; THENCE SOUTH 000 10' 15" EAST A DISTANCE OF 30.73 FEET; THENCE SOUTH 890 49' 45" WEST A DISTANCE OF 155.00 FEET; THENCE SOUTH 060 33' 51" WEST A DISTANCE OF 34.45 FEET; THENCE SOUTH 50° 56' 52" WEST, A DISTANCE OF 76.11 FEET; THENCE SOUTH 870 35' 59" WEST A DISTANCE OF 47.38 FEET; THENCE NORTH 460 01' 17" WEST A DISTANCE OF 133.05 FEET; THENCE NORTH 280 00' 09" WEST A DISTANCE OF 47.42 FEET; THENCE NORTH 180 52' 54" WEST A DISTANCE OF 55.36 FEET; THENCE NORTH 000 10' 15" WEST A DISTANCE OF 111.77 FEET; THENCE NORTH 550 10' 15" WEST A DISTANCE OF 107.42 FEET; THENCE NORTH 55° 12' 13" WEST A DISTANCE OF 60.86 FEET; THENCE NORTH 650 18' 10" WEST A DISTANCE OF 110.09 FEET; THENCE SOUTH 100 34' 37" WEST A DISTANCE OF 119.32 FEET; THENCE SOUTH 89° 49' 45" WEST A DISTANCE OF 100.00 FEET; THENCE NORTH 80° 14' 17" WEST A DISTANCE OF 60.91 FEET; THENCE SOUTH 89° 49' 45" WEST A DISTANCE OF 100.00 FEET; THENCE NORTH 00° 10' 15" WEST PARALLEL WITH THE EASTERLY LINE. OF SAID SOUTHEAST ONE-QUARTER OF SECTION 19 A DISTANCE OF 1208.96 FEET TO A POINT ON THE SOUTH LNE OF THE NORTHERLY 50.00 FEET OF SAID SOUTHEAST ONE-QUARTER AS GRANTED TO THE COUNTY OF RIVERSIDE BY DEED RECORDED AUGUST 30, 1933 IN BOOK 133, PAGE 292, OFFICIAL RECORDS; THENCE NORTH 89° 35' 20:' EAST ALONG SAID SOUTH LINE A DISTANCE OF 1365.01 FEET TO THE POINT OF BEGINNING. SAID LAND IS ALSO KNOWN AS PARCEL "A" OF LOT LINE ADJUSTMENT NO. 94-178 APPROVED BY THE CITY OF LA QUINTA. V I '.UAL�k MITIAL E X H I B I T " F" THE KEITH COMPANIES Proposed Scope of Services To Provide An Archaeological Monitoring Program For INCO HOMES, T.T. No. 23995, City of La Quinta by The Keith Companies' Cultural Resources Division February 28, 1994 Introduction By this scope of services, The Keith Companies' Cultural Resources Division, Costa Mesa, proposes to provide INCO HOMES (and the City of La Quinta) an archaeo- logical monitoring program during the grading operations for Tentative Tract No. 23995, in the City the La Quinta. An archaeological monitoring program for grading operations, essentially identical in scope, for a nearby project in the City of La Quinta recently was developed and approved by Mr. Jerry Herman, Director of Planning, City of La Quinta, and was carried to a successful completion. The City's Planning Department has The Keith Companies' archaeological qualifi- cations and staff credentials in their files. This monitoring program would be di- rected by Dr. Paul G. Chace, an Archaeologist certified since 1977 by the Society of Professional Archaeologist (SOPA), who serves as the Director of The Keith Companies' Cultural Resources Division. As per the City's old letter of January 10, 1990, should the City still require, a list can be provided with the names, addresses, and qualifications for the field staff of experienced archaeological monitors who would be assisting and serving under Dr. Chace's guidance. This scope of services includes a programmatic work plan, a statement of estimated costs, a standard fee schedule, and a statement of option items in order to clarify the contractual work which may be involved. The Keith Companies will provide this scope of services for Tentative Tract No. 23995 on a time and material basis, for an authorized amount not to exceed $11,995. Program Scope The Keith Companies' Cultural Resources Division, Costa Mesa, will provide active archaeological monitoring'for all clearing and grubbing operations, and for grading and trenching of all new land areas in Tentative Tract No. 23995, as required by the City under law (P.R.0 21083.2i). Further, The Keith Companies will be on-call to provide qualified personnel to evaluate and salvage any significant archaeology discovered during grading operations. A final report on this archaeological monitor- ing program will be prepared and delivered to the City. The Keith Companies' Cultural Resources Division will be informed of future grading and trenching contract schedules, and will be informed of pre -grading conferences. Further, a project manager will be designated who will provided The Keith Companies with 48 -hours advance notice whenever anyproject contractor will be clearing, grubbing, grading, or trenching in new land area of the project. - Exhibit F - 1 INITIAL ==o•:COG 7NITTAi. T r Flac. • Enc En•n:cncer.: Services Lancsc3ce Arc,:lec;u:e Lanc Sureey:n5 Public :110:,:5 Wafer Rescv: P 6 - PROGRAMMATIC SCOPE OF WORK 1. The Project Archaeologist will meet with the concerned parties and review the project excavation plans. The required frequency and duration of monitoring will be established. 2. The Project Archaeologist, or his designated representative, will be present and actively monitor the initial gradin and trenching of all previously undisturbed soil areas. Initial grading will include grubbing and clearing. Monitors will be present to observe, identify, record, evaluate, and salvage any archaeological resources uncovered by grading. 3. The Project Archaeologist and his designated representative will develop a safety plan for the monitoring of grading operations, and the safety plan will be coordinated with the safety plan of the project's other contractors. The safety plan will be periodically reviewed with all monitoring personnel. 4. The Project Archaeologist, or his designated field representative, will attended meetings for any announced changes in planned grading activities. 5. If prehistoric archaeological resources are inadvertently uncovered during grading activ- ities when no monitor is present, the Project Archaeologist or his designated representative will be notified, and grading activities in the immediate area of the discovery will be temporarily diverted or halted. 6. Earth -moving or grading within 50 feet of any discovered resources will be temporarily diverted or halted. 7. The Project Archaeologist, or his designated representative, will determine whether the discovery is an isolate (one or two cultural items) or a site (three or more cultural items or a feature), using shovel probes if necessary. If the discovery is an isolate, its location will be recorded, the material will be collected, and earthmoving can then continue. This, in most cases, should require one hour or less. 8. If the discovery is an archaeological site, the designated project manager for the project will be notified and earthmoving may be diverted for up to 36 hours while the site is evalu- ated to determine its boundaries, depth, contents, integrity, and significance. Evaluation and salvage methods may include mapping, collecting of exposed artifacts and features, and limited excavations. An site evaluation may require additional field staff and be handled as an optional service. The designated project manager and his equipment and contractors may assist if requested by the Project Archaeologist. 9. If the Project Archaeologist determines that the site has the potential to yield data relevant to important issues of historical or scientific significance, appropriate mitigation measures will be developed and approved by the City. Generally, a hand -excavated sample of the site area using standard archaeological sampling procedures would constitute mitiga- tion of grading impacts through data recovery (salvage). The Project Archaeologist will inform the client and the City of the estimated time required for such a mitigation pro- gram. An archaeological salvage program, which includes a full report on the site re- sources recovered, will require a contract amendment which will be negotiated using the standard fee schedule. - Exhibit F - 2 10. If additional cultural materials become exposed by grading within a site area after mitigation of impacts through data recovery has been completed, further salvage efforts will not be required unless the additional materials represents a new type or characteristic not recovered during previous data recovery. Such new resources would consist of artifact classes and features not recognized durin& previous mitigation. Features may include the remains of structures, hearths, cooking pits, and burials. Even if no additional salvage is required, the newly exposed material would be mapped and collected. 11. The Project Archaeologist will coordinate and facilitate the transfer of any collected archaeology resources. For any collections to be donated or transferred, the property owners will be responsible for fulfilling any institutional curatorial preparations and service standards. 12. If human remains are encountered,procedures 5-10 will be followed. In addition, the County Coroner and the City's staff will be notified, as required by law. If it is determined that the remains are Native American, a Most Likely Descendant recognized by the Native American Heritage Commission will be notified and a plan will be formulated for dignified reburial. 13. The Project Archaeologist will prepare a full report on the archaeological monitoring program. Archaeological discoveries will be described and interpreted. Copies of the report will be provided to the client, the City, and the State, as required by regulation. Estimated Costs, Archaeological Monitoring Program Program Management and Meetings Project Archaeologist 16 hours at $78 $ 1,248 to confer with City, initiate, & organize program Project Manager 6 hours at $47 282 Travel, supplies, equipment 86 Archaeological Monitoring and Documentation Field Director (20 9 -hours days) 180 hours at $47 8,460 to conduct monitoring operations, salvage and prepare specimens, and maintain records Equipment, supplies, travel, etc. 312 Project Report Project Archaeologist 15 hours at $78 1,170 Project Manager, report editor 6 hours at $47 282 CAD Draftsman, report graphics 3 hours at $39 117 Printing, Photo reproduction, etc. 38 Estimated Total, Authorization Not to Exceed ................... $ 11,995 The required duration for archaeological monitoring of grading and trenching is projected to last twenty (20) working days. The above estimated cost summary is based on that projection. Grading and trenching activities in new land areas which extend beyond seven days will require a contract amendment for uninterrupted monitoring services. - Exhibit F - 3 �1 1 THE KEITH COMPANIES OPTION ITEMS This proposal of estimated costs is for a standard archaeological monitoring program as defined in the programmatic scope of work, and special optional services would be extra work to be negotiated. These optional services would be negotiated as contract amend- ments using the standard fee schedule and be subject to the client's prior approval. Op- tional services might included but not be limited to: (1) Site Evaluations, (2) Site Salvage Mitigation Programs, and (3) Human Burial Recovery and Reinterring Programs. Site Evaluations. The evaluation of an uncovered archaeological site with multiple re- sources otentially present involves determining the extent, contents, integrity, and signifi- cance Withe site. Sometimes this may require services beyond those of the Project Archae- ologist or his designated field representative performing monitoring surveillance. A field team under the Project Archaeologist with three to six workers may be required to quickly investigate so that an informed evaluation of the site's importance or non -importance can be determined. Site Salvage Mitigation Programs. If a discovered archaeological site is determined to have multiple resources yielding data relevant to important issues of historical or scientific sig- nificance, additional services would be necessary to recover an appropriate sample. The site would be investigated using standard archaeological procedures, which would consti- tute a mitigation of grading impacts through data recovery (salvage). The Project Archae- ologist would inform both the client and the City and would coordinate a mitigation plan to carry out an appropriate archaeological salvage program, including preparation and cata- loging of the recovered materials and a full scientific report. Human Burial Recovery and Reinterring Programs. If human remains are encountered, additional services may be necessary for recovery, coordination with concerned parties, and reinterring. - Exhibit F - 4 (le 1�,-- r STANDARD FEE SCHEDULE Project Archaeologist Project Manager Field Director Crew Chief Field Assistant Laboratory Director Laboratory Crew Chief Laboratory Assistant CAD Draftsman - Exhibit F - 5 Hourly $78 $47 $47 $39 $33 $47 $39 $33 $39 ® THE KEITH COMPAI IES SUBCONTRACTORS PROCEDURES Detailed below is some of the more important information and procedures that all subcontractors involved with the City of La Quinta should be aware of and should follow (this includes Tract 23995). 1. THIS CONTRACT IS NOT AN AUTHORIZATION TO PROCEED WITH WORK. You will receive a product mix release for construction. You must contact the superintendent to obtain work schedule and an authorization to proceed with construction on any and all building trades. The Superintendent is Anthony Monaco. Anthony may be reached at the Inland Division Office, 909/736- 0700 or paged through Upland Office, 909/981-8989 (24-hour answering service to this number). The Superintendent will be scheduling "pre -job" conferences to coordinate the work and to open lines of communication. If you are requested to attend these meetings, please attend either yourself and/or with your field foreman. 2. Before starting work, please meet with the Superintendent to ensure that you are working with the latest revised set of plans; he will initial your work set which is your only assurance that you have the latest and correct set. IF YOU FAIL TO OBTAIN THE SUPERINTENDENT'S INITIALS, YOU AND NOT THE DEVELOPER WILL BE RESPONSIBLE FOR ANY LOSS ARISING FROM USING THE WRONG SET OF PLANS; your contract and contract price pertain only to the final plans marked for construction use. 3. It is important that you make known to all of our respective people the names of those persons in your employ who will be responsible for working on our job. Therefore, you must identify to the superintendent the name(s) of your field foreman. 4. We build homes of high quality -- in a timely and professional manner, and request your full cooperation in this regard. We therefore urge that you perform your work to the highest standard of quality and in a timely manner -- and that you clean up after you have finished. Your contract clearly points up your responsibilities in this area -- everyone benefits if the job is done properly and timely. Also, the contract points out you will be held responsible for damage you create to the work of other trades -- and this will be enforced. 5. Your contract requires you to carry certain insurance with Inco Homes Corporation named as co-insured. The amounts of coverage required are: Liability Coverage and Property Damage: $1,000,000/$1,000,000 Automobile Liability: $1,000,000 Workers Compensation: Standard Insurance certificates must be in our hands before you commence work. V* , L SUB PROCEDURES - PAGE TWO 6. We pay based on the terms of your contract. The contract also spells out various other requirements relative to your billings (i.e., submission of labor and material releases, etc.). All billings must be approved by the Field Superintendent or the Customer Service Manager to verify the quality and quantity of the work done, and by the Purchasing Agent to verify the pricing, retention, documentation, etc. It is your responsibility to submit accurate and complete billings, with all required documentation; if you have any questions, please call the Purchasing Agent beforehand. Re- garding releases, if any third party has filed a Preliminary Notice, then their releases must be notarized in order to be accepted by us. Retentions will be paid as per your contract and will be released in accordance therewith and with the provision of the Mechanics's Lien Laws. 7. Occasionally -- after the house is completed and sold to a buyer -- warranty/repair work is needed. Our customer service personnel will determine the cause of the problem. If the problem requires you to return to the job for corrective action, we expect that you will do so promptly. 8. Our Inland Division Office is located at 250 E. Rincon Ave., Suite 202, Corona, California. Our phone is 909/736-0700. The people with whom you will be dealing are: Gregory C. Norris, Director of Purchasing -- for matters of general policy, etc.; Steven C. Adelman, Vice President of Finance -- for matters primarily relating to invoicing and related matters; and Anthony Monaco, Vice President of Production -- for matters pertaining to production. This procedure sheet is not meant to supersede the contract but rather is for amplification of certain points therein and also to outline certain procedural matters. This was designed to increase efficiency and communication on the job --for the benefit of all. Thanks for your help. INCO HOMES CORPORATION Frederick W. Farr Land Dev. Manager AGREED AND ACCEPTED BY: Keith Engineering, Inc., dba The Keith Companies BY: homas Holm Vice President DATED: 7.41,9 7 Archaeol9gic 1 FOR: Grafdinq_ Monitoring (SUBCONTRACTOR) (NAME) (TITLE) Doc:23995arc.sub 1� - 4 Tity 4 ha w MEMORANDUM TO: Saundra Juhola, Admin. Services Director FROM: Hector Guzman, Engineering Technician DATE: August 11, 1994 SUBJECT: Inco Homes Tract 23995 The developer of the subject project has provided the.City with a Performance Bond (#161533S) in the amount of $70,000. The bond is a security for the Fugitive Dust Mitigation Plan. Please keep this Performance Bond in your Development file. hg CT -N-9 1nSCC�ICO BOND NO: 161533S INITIAL PREMIUM: $560.00 SUBJECT TO RENEWAL. SUBDIVISION IMPROVEMENTS PERFORMANCE BOND Fugitive Dust Mitigation KNOW ALL MEN BY THESE PRESENTS: That we, Inco Homes Corporation, A Delaware Corporation , as Principal. and DEVELOPERS INSURANCE COMPANY, a corporation organized and doing business under and by virtue of the laws of the State of California and duly licensed to conduct a general surety business in the State of California as Surety, are held and firmly bound unto City of La Quinta as Obligee, in the sum of SEVENTY THOUSAND AND N01100 ------------ (g 70.000.00******* ) Dollars, for which payment, well and truly to be made successors, jointly and seveeally firmly by these presents. THE CONDITION OF THE OBLIGATION IS SUCH THAT: we bind ourselves, our heirs. executors and WHEREAS, the above named Principal, as a condition of the filing of the final subdivision map of (Tract/ Parcel) Map No. 23995 entered into an agreement or agreements with said Obligee to complete the improvements specified in said agreement or agreements. NOW THEREFORE, the condition of this obligation is such, that if the above Principal shall well and truly perform said agreement or agreements during the original term thereof or of any extension of said term that may be granted by the Obligee with or without notice to the Surety. this obligation shall be void, otherwise it shall remain in full force and effect. IN WITNESS WHEREOF, the seal and signature of said Principal is hereto affixed and the corporate seal and the name of the said Surety is hereto affixed and "attested by its duly authorized Attorney -in -Fact at Irvine, California, this 29th day of July 19 94 "PRINCIPAL" "SURETY" INCO HOMES CORPORATION, A DELAWARE CORPORATION DEVELOPERS INSURANCE COMPANY �11�f/�/� W • BY: • K. R: Viodes Attorney -in -Fact 17780 Fitch Irvine, California 92714 (714)263-3300 01 113 Rev. 2/91 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of _ County of Ca I i fornia Riverside On August 1, 1994 before, me, Deborah E. McDonald , DATE NAME. TITLE OF OFFICER - EG.. -JANE DOE. NOTARY PUBLIC' personally appeared Frederick W. Farr NAME(S) OF SIGNER(S) VW personally known to me - OR - ❑ proved to me on the basis of satisfactory evidence to be the personW whose name(,) is/are subscribed to the within instrument and ac- knowledged to me that he/sp o/tl-xy executed the same in his/hArRN6ir authorized OE80RAH E D capacity(ie)q), and that by his/hAr/thVir COMM, 090M signature(K on the instrument the person(g, N°"'000UNn "" SO e�xwutlowo aouMor the entity upon behalf of which the .. 1r1jr0o= E*=INN V.ap pe•rson(9q acted, executed the instrument. WITNESS my hand and official seal. 3W^^NATURE OF NOTARY OPTIONAL No. 5907 Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER - ❑ INDIVIDUAL ❑ CORPORATE OFFICER i TmF(S) ❑ PARTNER(S) ❑ umrrED ❑ GENERAL ❑ ATTORNEY-IN-FACT ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER: SIGNER IS REPRESENTING: NAME OF PERSONS) OR ENMOEM DESCRIPTION OF ATTACHED DOCUMENT TITLE OR TYPE OF DOCUMENT NUMBER OF PAGES DATE OF DOCUMENT SIGNER(S) OTHER THAN NAMED ABOVE 01993 NATIONAL NOTARY ASSOCIATION • 8236 Remmet Ave.. P.O. Box 7184 • Canoga Park, CA 91309-7164 State of County of California Orange On July 29, 1994 before me, Victoria M. Campbell, Notary Public DATE NAME. TITLE OF OFFICER . E.G.. 'JANE DOE. NOTARY PUBUC r personally appeared K. R. Viodes ************************** NAME(S) OF SIGNER(S) , 0 personally known to me AM- 11111iliqVAU&N to be the persono# whose nameU' isAw subscribed to the within instrument and acknowledged to me that J3e/she/tai: executed the same in kis/her/t3eix authorized capacity, and that by WherAW signatuireW on the instrument the person(, or the entity upon behalf of which the person:g' _ OFFICIAL SEAL j acted, executed the instrument. ' VICTORIA M. CAMPBELL I► NOTARY PUBLIC - CALIFORNII s �•'� PRINCIPAL OFFICE IN ORANGE COUNTY My CO:',VA1SS ON EXPIRES NOV. 25, 1994 WITNESS my hand and official seal. OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER ❑INDIVIDUAL ❑CORPORATE OFFICER TITLE(S) ❑PARTNER(S) OLIMITED ❑GENERAL ATTORNEY-IN-FACT . OTRUSTEE(S) OGUARDIAN/CONSERVATOR DOTHER: SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITYPES) DESCRIPTION OF ATTACHED DOCUMENT TITLE OR TYPE OF DOCUMENT NUMBER OF PAGES DATE OF DOCUMENT SIGNER(S) OTHER THAN NAMED ABOVE POWER OF ATTORNEY OF INDEMNITY COMPANY OF CALIFORNIA AND DEVELOPERS INSURANCE COMPANY ILIO .179701 P.O. BOX 19725, IRVINE, CA 92713 • (714) 263-3300 / NOTICE: 1. All power and authority herein granted shall In any event terminate on the 31st day of March. 1996. 2. This Power of Attorney Is void If altered or If any portion Is erased. 3. This Power of Attorney Is void unless the seal Is readable, the text Is in brown Ink, the signatures are in blue Mk and this notice is In red Ink. 4. This Power of Attorney should not be retu mod to the Attorney(s)-In-Fact, but should remain a permanent part of the obligee's records. KNOW ALL MEN BY THESE PRESENTS, that, except as expressly limited, INDEMNITY COMPANY OF CALIFORNIA and DEVELOPERS INSURANCE COMPANY, do each severally, but not jointly, hereby make, constitute and appoint *.**Thomas G. McCall, Victoria M. Campbell, K. R. Viodes, jointly or severally*** the true and lawful Attorneys) -In -Fact, to make, execute, deliver and acknowledge, for and on behalf of each of said corporations as sureties, bonds, undertakings and contracts of suretyship in an amount not exceeding Two Million Five Hundred Thousand Dollars ($2,500,000) in any single undertaking-, giving and granting unto said Attorneys) -In -Fact fun power and authority to do and to perform every act necessary, requisite or proper to be done In connection therewith as each of said corporations could do, but reserving to each of said corporations full power, of substitution and revocation; and all of the acts of said Attorney(s)-In-Fact, pursuant to these presents, are hereby ratified and confirmed. The authority and powers conterred by this Power of Attorney do not extend to any of the following bonds, undertakings or contracts of'suretyshlp: Bank depository bonds, mortgage deficiency bonds, mortgage guarantee bonds, guarantees of Installment paper, note guarantee bonds, bonds on financial Institutions, lease bonds, insurance company qualifying bonds, self -insurer's bonds, fidelity bonds or bail bonds. This Power of Attorney Is granted and is signed by facsimile under and by authority of the following resolutions adopted by the respective Boards of Directors of INDEMNITY COMPANY OF CALIFORNIA and DEVELOPERS INSURANCE COMPANY, effective as of September 24,1986: RESOLVED, that the Chairman of the Board, the President and any Vice President of the corporation be, and that each of them hereby Is, authorized to execute Powers of Attorney, qualifying the attomey(s) named in the'Powers of Attorney to execute, on behalf of the corporation, bonds, undertakings and contracts of suretyship; and that the Secretary or arty Assis- tant Secretary of the corporation be, and each of them hereby Is, authorized to attest the execution of any such Power of Attorney; RESOLVED, FURTHER, that the signatures of such officers may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures shall be valid and binding upon the corporation when so affixed and In the future with respect to any bond, undertaking or contract of suretyship to which it is attached. IN WITNESS WHEREOF, INDEMNITY COMPANY OF CALIFORNIA and DEVELOPERS INSURANCE COMPANY have severally caused these presents to be signed by their respec- tive Presidents and attested by their respective Secretaries this lot day of April, 1993. INDEMNITY COMPANY OF CALIFORNIA By I , _ . Da F. Vincenti, Jr. PARI► M_ President o° pPoa •-. C- a H •rr g�..oy' `! dot ATTEST W w�R. r o O i � ATTESTy .00TA = test o By By Secretary Walter Crowell Secretary DEVELOPERS INSURANCE COMPANY By r' Da F. Vinoenti, Jr. President '._ » p9\Msuq,� `paFOq+t ATTEST W w�R. r o O Is? = D By Walter rowel) Secretary STATE OF CALIFORNIA) )' SS. COUNTY OF ORANGE ) On April 1, 1993, before me, Tiresa Taafua, personally appeared Dante F. W ncenti, Jr. and Walter Crowell, personally known to me (or provided to me on the basis of satisfactory evidence)'to be the person(s) whose names) Ware subscribed to the within Instrument and acknowledged to me that.he/she/they executed. the same in his/her/their authorized capacily(les), and that by his/her/their slgnattue(s) on the instruriment the person(s), or the entity upon behalf of which the persons) acted; executed the Instrument WITNESS my hand and official seal. r K---------- 'OFFICIAL N4NOFFICIAL SEAL - signature TIRESA 'AA NOTARY PUBLIC - CALIFORNIA PRINCIPAL OFFICE IN ORANGECOUNTY My'CprnRdsim Exp. Aug. 4, Ins ------------- CERTIFICATE . The undersigned, as Senior Vice President of INDEMNITY COMPANY OF CALIFORNIA, and Senior Vice President of DEVELOPERS INSURANCE COMPANY, does hereby certify that the foregoing and attached Power of Attorney remains In full force and has not been revoked; and furthermore, that the provisions of the resolutions of the respective Boards of Directors of said corporations set forth in the Power of Attorney, are in force as.of the date of this Certificate. This Certificate Is executed In the City of Irvine. California, this 29th day of July tgg 4 INDEMNITY COMPANY OF CALIFORNIA �PAMr DEVELOPERS INSURANCE COMPANY p a pA 9\NSUg1 A!`p Po 4 o �P �aPOgFf4 By1 OCT fly C B + MIUL n o LC. Flebiger . ' toot `' i y ` L C. Fiebiger i fire ; _ Senlor Vice President �i ro Senior Vice President ir1_'71I1 AC\/ A/07 ' T-it4t 4 4 Q" - - MEMORANDUM TO: Saundra Juhola, Admin. Service FROM: Hector Guzman, Engineering Te� — — - DATE: June 13, 1995 SUBJECT: Inco Homes (Tract 23995) 5 The developer of the subject project has request Performance Bond (No. 161533S) in the amount been satisfactorily completed therefore, the bona the following address: I �C(-�� -sin Inco Homes Fred Farr, Land Development M, 250 E. Rincon Avenue, Suite 202 _ _ Corona, CA 91719-1341 cc:File, Permit 2226 File, Tract 23995 hg U J+r ..v i.i.;t X 7- Z GRADING NOTES IN THE CITY OF LklQUINTA, STATE OF CALIFORNIA I ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD PLANS OF THE CITY OF LA QUINTA AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EXH IT EDITION, AND RIVERSIDE COUNTY STANDARDS AND SPECIFICATIONS ORDINANCE NO. 461, LATEST EDITION. AS C E NO. 77 2. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER GOVERNING AGENCIES. 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL C�>J,9e 77 d/Ljtt-L--,r-- DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES fED BY PLAiAMIPIG DIVISION BEFORE COMMENCING WORK. HE AGREES TO BE FULLY -10 PM NOTES RESPONSIBLE FOR ANY AND ALL'DAMAGES WHICH MIGHT BE M7, ARTE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND 1. AGRI-TYPE IRRIGATION SYSTEM SHALL BE USED FOR PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, HOURS PRIOR TO BEGINNING MASS GRADING OPERATIONS. REPLACEMENT OR RELOCATION OF ALL REGULATORY, WARNING 2. SITE WATERING SHALL BE DONE BY WATER TRUCKS AND GUIDE SIGNS. UNTIL COMPLETION OF MASS GRADING. THIS WATERING, 5. STREET NAME SIGNS AND TRAFFIC CONTROL SIGNS, TYPE AILY (DEPENDENT UPON SHALL BE DONE TWICE D AND LOCATION SHALL'BE APPROVED BY THE CITY ENGINEER. CONSTRUCTION TRAFFIC, TEMPERATURE, HUMIDITY TRAFFIC STRIPING, LEGENDS AND PAVEMENT MARKERS, TYPE AND WIND VELOCITY). TRACT NO�lv 23995� 1 AND LOCATIONS SHALL BE APPROVED BY THE CITY ENGINEER. 6. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY 3. SITE WATERING BY WATER TRUCKS SHALL BE UTILIZED MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND ON BUILDING PADS, STREETS AND LANDSCAPED AREAS. DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE THIS WATERING TO BE DONE ONCE PER DAY (DEPENDENT DONE BY A REGISTERED CIVIL ENGINEER WITH AN R.C.E. UPON CONSTRUCTION TRAFFIC, TEMPERATURE, HUMIDITY NUMBER BELOW 33, 966, OR A LICENSED LAND SURVEYOR ONLY. AND WIND VELOCITY). 7. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM 4. SITE WATERING SHALL BE DONE BY TRUCKS ON ROADWAYS USED BUILDING CODE, LATEST EDITION, AND SOILS REPORT BY CONSTRUCTION TRAFFIC. THIS WATERING TO BE DONE ONCE NO. 30541.1 DATED 3/14/94 RAFFIC, TEMPERATURE, PER DAY (DEPENDENT UPON CONSTRUCTION T PREPARED BY LOR GEOTECHNICAL HUMIDITY AND WIND VELOCITY). (909) 653-1760 TELEPHONE 8. THE CONTRACTOR SHALL NOTIFY THE CITY BUILDING 5. A SPEED LIMIT OF 15 MILES PER HOUR SHALL BE ENFORCED INSPECTOR 48 HOURS PRIOR TO ANY GRADING, BRUSHI.NG OR ON ALL DIRT ROADS FOR ALL CONSTRUCTION VEHICLES. BEING A SUBDIVISION CF THE,SOUTHEAST QUARTER CLEARING AND EACIAPHASE OF CONSTRUCTION AT (619) 777-7075, AND 48 HOURS PRIOR TO REQUIRING INSPECTIONS, OF SECTION 19. TOWNSHIP 5 SOUTH, RANGE 7 EAST, PROJEC 9. DURING ROUGH GRADING OPERATIONS AND PRIOR TO SAN BERNARDINO BASE AND MERIDIAN SITE CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURESi TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO MrLES A VENUE PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. JIL 10. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT CONSTRUCTION NOTES PREPARED 'FOR WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: ALL SOIL STABILIZATION METHODS INDICATED BY TYPE AND LOCATION ON THIS PLAN ARE TEMPORARY AND TO BE USED DURING CONSTRUCTION OCTOBER I TO APRIL 30: MONDAY -FRIDAY 7:00 AM TO 5:30 PM PERIOD ONLY. SEE'LANDSCAPING PLANS FOR PERMANENT IMPROVEMENTS. INCO HOMES, INC. SATURDAY 8:00 AM TO 5:00 PM 2. EACH OF THE SOIL STABILIZATION METHODS SHOWN ON THIS PLAN ARE 250 EAST RINCON AVENUE SUITE 202 MAY I TO SEPTEMBER 30: MONDAY-FRIOAY 6:00 AM TO 7:00 PM cu SATURDAY 8: 00 AM TO 5: 00 PM EFFECTIVE FOR LIMITED TIMES. THE METHODS MUST BE REAPPLIED PER If MANUFACTURERS RECOMMENDATIONS OR IF THERE IS ANY INDICATION OF CORONA, A 1! 91719, WORK SHALL BE PROHIBIT i ED ANY TIME ON SUNDAY OR FEDERAL HOLIDAY WESTWARD L il. AFTER CLEARING EXISTING GROUND SHALL BE SCARIFIED TO RAME FOR BINDER/MULCH/COPOLYMER BREAKDOWN. THE ESTIMATED TIME r ro EACH SOIL STABILIZATION APPLICATION IS AS FOLLOWS (ASSUMING NO A MINIMUM OF 6" ON THE ENTIRE SITE OR AS RECOMMENDED BY SOILS REPORT. cn A VENUE, 11 12; MAXIMUM CUT AND CONSTRUCTION,VEHICULAR TRAFFIC): L MILES FILL SLOPES 2:1 6 MONTHS A. MULCH & BINDER, ...... 13. PADS SHALL BE COMPACTED TO A MINIM*UM OF 90% RELATIVE B. MULCH & COPOLYMER, 12 MONTHS .. . .... . ....... DENSITY PER A.S.T.M. SPECIFICATIONS AND ABOVE C. COPOLYMER, 24 MONTHS MENTIONED SOILS REPORT. 14. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. DRAINAGE 3. ANY AREAS IN PHASES 6- 10 WHICH ARE NOT MASS GRADED AND LEFT SWALES SHALL;BE A MINIMUM OF 0.3' DEEP AND BE VICINITY MAP CONSTRUCTED A MINIMUM OF 2' FROM THE TOP,OF CUT OF UNTOUCHED BY CONSTRUCTION EQUIPMENTARE NOT REQUIRED TO USE� IC/ CIL C L - ANY SOIL STABILIZATION OR DUST CONTROL METHODS. FILL SLOPES. MINIMUM SLOPE OF SWALES SHALL BE 0.50%. 15. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY 4. INSPECT SOIL STABILIZED AREAS WEEKLY AND AFTER RAIN FOR (90) PERCENT OF MAXIMUM DENSITY AS DETERMINED BY -1 OR. DAMAGE OR DETERIORATION. UNIFORM BUIILDING CODE STANDARD NO. 70 EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD 5. STABILIZED CONSTRUCTION ENTRANCE REQUIRES PERIODIC TOP bEHSTTYISHALL.BE DETERMINED IN ACCORDANCE WITH THE < DRESSING WITH ADDITIONAL STONES.. THE ADJACENT PUBLIC ROAD UNIFORM BUILDING CODE STANDARD NO. 70-2, OR EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER. MAY REQUIRE STREET SWEEPING/WASHTNG. PHASE 1 16. ALL STREET SECTIONS ARE TENTATIVE, THE MINIMUM NOTE: SECTION IS 3" A.C./4" A'.B. CLASS II, ADDITIONAL SOIL 6. (MASS GRADING) ANY REQUIRED EARTH.DIKES/BERMS SHOWN ON PLANS MAY BE WIDER TEST SHALL BE REQUIRED AFTER ROUGH GRADING TO ON TOP AND HAVE FLATitR SIDE SLOPES AT CONSTRUCTION TRAFFIC! —-DETERMINE EXACT SECTION REQUIREMENTS. CITY ENGINEER TO SEE SHEET 2 THIS EROSION CONTROL PLAN CROSSINGS. APPROVE FINAL STREET SECTION. WILL BE GOOD THROUGH -7, 17, LOCATIONS OF FIELD DENSITY TEST SHALL BE DETERMINED BY CONSTRUCTION OF PHASE V 7. SAND BAG.,MATERIAL TO BE POLYPROPYLENE, POLYETHYLENE OR THE SOIL ENGINEER OR APPROVED'TESTING AGENCY AND SHALL POLYAMIDE WOVEN FABRIC, BURST STRENGTH EXCEEDING 300 PSI AND AFTER WHICH NEW PLANS BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL� C L ULTRAVIOLET STABILITY EXCEEDING 70 PERCENT. 00 NOT USE PLACEMENTJO PROVIDE REPRESENTATIVE TESTING OF ALL PHASE I I WILL NEED TO BE SUBMITTED. BE COURSE SAND OR GRAVEL. BURLAP. GRADE OF SAND SHALL �c L FILL�PLACED. TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL�EMPHASIS SHALL BE IN ADDITION TO THE NORMAL (BORROW SITE) REPR�SENTATIVE SAMPLINGS. N 18. ALL DERGROUND FACILITIES, WITH LATERALS, SHALL BE IN SEE SHEET 3 PLAC AND INSPECTED PRIOR TO PAVING. INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: SEWER, WATER, ELECTRIC, 77 GAS, AND DRAINAGE. EPRESENTATION i MAINIERO, SMITH AND ASSOCIATES INC. MAKE NO R - ! I A 19. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE C/L-C/L CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS OTHER PROJECT SOIL ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE THAN ALL SUCH FIGURES. INCLUDING ALL EARTHWORK NUMBERS ARE PRELIMINARY ESTIMATES ONLY. THE ENGINEERSHALL NOT BE INTENDED USE. RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES,e 20� THE FINAL COMPACTION REPORT AND APPROVAL FROM THE AND THE ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION SOILS ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN-PLACE DENSITY, WHETHER SAND `V CONE OR DRIVE RING AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATION SHALL UTILITIES:-, BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM TY CURVES USED BY THE FIELD TECHNICIAN. DENSI WATER COACHELLA VALLEY WATER DISTRICT 619 398-2651 SEWER COACHELLA VALLEY WATER DISTRICT 21. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, 398-2651 MUD AND DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. CLEANING IS TO BE DONE TO THE ELECTRIC IMPERIAL IRRIGATION DISTRICT 398-5854 GAS SOUTHERN CALIFORNIA GAS COMPANY 323-1851 cn C/L SATISFACTION OF THE CITY ENGINEER. 323-1231 TELEPHONE GENERAL TELEPHONE COMPANY 22. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. SUBMIT FOR SEPARATE BUILDING PERMIT. CABLE T.V. PALMER CABLE VISION 340-1312 (800)-422-4133 UNDERGROUND SERVICE ALERT USA 23. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND ;00� LIGHTED IN CONFORMANCE WITH THE STATE MANUAL OF :40:z WARNING SIGNS, LIGHTS, AND DEVICES FOR USE IN THE C/L PERORMANCE OF WORK UPON HIGHWAYS, IN ORDER TO THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN,AN ELIMINATE ANY HAZARDS. APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE 24. THE SOILS ENGINEER AND ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH or TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, MIGHT BE OC CASIONED BY HIS FAILURE TO EXACTLY LOCATE AND AND CODE WITHIN HIS PURVIEW. I PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CIL C/L 25. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSTRUCTION TO INSURE ...... ---------- ... COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND -- ----- �4_ CODE WITHIN HIS PURVIEW. 26. THE CITY ENGINEER SHALL RESPOND WITHIN THREE (3) WORKING DAYS WITH FINAL STREET SECTIONS ArTER SUBMITTAL OF "R" VALUE TESTS FOR ROADWAY SUBBASE., 27. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORMWATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SHEET I.NDEX MAP SUBSEQUENT IMPROVEMENTS BY THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE RETENTION/INFILTRATION FACILITIES, THE CONTRACTOR SHALL CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY S. DEMONSTRATE THE.FUNCTIONAL ADEQUACY OF THE FACILITIES. 2B. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL REUNION 0000� out T CONTROL p UNDERGROUND SERVICE ALERT MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. C26401 CALL TOLL FREE: cc Exp -3-31-96 1-800' IV Fri OF N_ TWO WORKING DAYS BEFORE YOU DIG NO. REVISIONS APPROVED DATE MAINIERO.,SMITH AND ASSOCIATESINC., BENCH PD-3_lW MARK ELEV. 116 584' PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGN BY p APPROVED BY CITY OF LA QUINTA, CALIFORNIA SHEET 26401 o��K DRAWN BY PLA NNING / CIVIL ENGINEERING / LAND SURVEYING LOCATION SIGNATURE REUNION 777 E. TAHQUITZ CANYON IFAY, SUITE 301 I P. WITH CO. TAG iN,MON. WELL AT THE INTERSECTION OF DAIE JB DAVID M. COSPER DATE EROSION AND DUST CONTROL PLAN OF 4 CHECK By PALM SPRINGS, CALIFORNIA 92262-7066 MILES AVE WASHINdTON�ST. CITY ENGINEER TELEPHONE (619) 320-9811 FAX 323-7893 -AND RS R.C.E. 38022 EXPIRES 03/31/97 TRACT NO. 23995 BEING A SUBDIVISION OF A POiR. OF SE QTR. SEC. 19, T.5S., R.7E. S.B.M. SHEETS JA0 t I- `:�ION )41HOL PLAN FIL0 -1 SHEEJ loal" PF- 2, D J.: ?51 1025 32F 1 419 PH 1025 1 7 - Fri MA 0 4 i pn: F4 I . ammm— p 12, ?51 m r m P SSS AN uti Ml I i ]UINTA, CALIFORNIA SH I EET 1 REUNION 3 'OF DUST CONTROL PLAN 4 OFA POR. OF SE QTR. SEC. 19, T.5S., R.7E., S.B.M. SHEETSJ