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Home My WebLink AboutC03-022 SIA Berry Creek Limited Liability CompanyC' ~`~°zz-~~ ~ ~ ~ ~~ SLTDDYVISION AND ON-SITE iiMPROVEMENTS AGREEMENT Flle No. ~~.~ ~~ ~ ~ `~ 7 TI3IS SUBDIVISION AND ON-SITE 11V,lpROV'E;MENTS AGREEMENT ("Agreement") madc and cnt~ered into this ~ Hh day of '~Cr 2003, by and between Berry Creek Limited Liability Co. a Colorado limited liability comp y (hereinafter "Developer's and the Board of County Commissioners of the County of Eagle, State o~ Colorado (hereinafter "County'. ®viTNESSETH WHEREAS, the County is presently the owner of certain real property identified on the Snal plat of Miller Ranch as a Resubdivision of Tract D, Berry Creek/Miller Ranch PUD, County of Eagle, State of Colorado. WHEREAS, the County and Developer have entered unto a Development Agreement and Land Lease and Option Agreement dated August 20, 2002, pursuant to which Developer is to develop portions of Tract D into a single and multi-family housing development project. WHEREAS, pursuant to the Land Lease and Option Agreement dated August 20, 2002 the County entered into that lease agreement for the purpose of leasing the ground to Developer so that it can construct improvements and sell the residential units as they are constructed. WHEREAS, the Developer as a condition of approval of the Final Plat of Miller Ranch, a resubdivision of Tract D, Berry Ceee[c/Miller Ranch PUD (hcrcinat~er referred to as "Subdivi- sion"), desires an Agreement as provided for by the Land Use R.e~ulatians of Eagle County , Colorado, 1999, as amended ("hereinafter referred to as "Land Use Regulations") Chapter lI, Section 5-280.B.S.e. and C.R.S. §30-28-137; and WHEREAS, pursuant to Chapter II, Section 4620 of the Land Use Regulations, when a proposed subdivision is locatcd in as area serviced by an existing County road and the County determines that the tra#i`ic generated by such development will result in safety hazards for vehicle drivers, pedestrians and/or adjacent residents, or will result in substantially increased 1 C:IDOCUMITITS AND 567TlNGS~MARKR11.oCAL SEITWGS~'rEb~ORARY IlVTERI~T ~.FS1o11C6~FINA1.1-14-03.D~ Cle No. IRhI~IINIIMIIIIIINIIINIIIINIIIIIpI~IMN 820469 ,e • • maintenance costs to the County, the County is empowered to determine the amount of work necessary to bring the affected County road to acceptable standards to provide adequate safe service to present owners, to the proposcd subdivision and to other probable subdivisions, and to require the Developer to improve its equitable portion of such road to an acceptably -safe condition; and WHEREAS, the Developer has agreed to improve the roads within the subdii~~ision to an acceptably safe condition and to accommodate the incremental increase in traffic burden to the said roads within the subdivision resulting from the development of this Subdivision, by the engineering, construction and completion of physical improvements to the said road as set forth in this Agreement; and WHEREAS, pursuant to Chapter II, Section 4620.9 of the Land Use Regulations and C.R,S. 43-2-147, the Developer shall provide access for all lots and parcels it creates to the state highway system in conformance with the State Highway Access Code; and WHEREAS, Developer has entered into an agreement with Meldor Construction, inc. dated October 1, 2002 for the construction of infrastructure and site work for Phase I of the housing development on Tract D, Berry Creek/Miller Ranch PUD. NOW, THEREFORE, inconsideration of the premises and the covenants and agreements herein contained to be kept and performed by the parties hereto, it is hereby unde~taod and agreed as follows: i. SUBDIVISION IMPRO~/EMENTS. 1.1 Subdivision In~rovements. Subdivision improvements are deemed to include all public improvements, including but not limited to on-site improvements -including roads, utilities and other similar public improvements. 1.2 Scope of'VVork. The Dcvcloper hereby agrees, at its sole cost and expense, to furnish al! necessary equipment and material, and to complete all Subdivision Improvements as referenced in the attached Exhibit "A" (agreement between Developer and Meldor Constntction dated October 1, 2002) ,and as set forth in all documents, construction drawings, designs, maps, specifications, sketches, and other materials submitted by the Developer and accepted by the County, and in accordance with all laws of the United States of America, State of Colorado, County of Eagle, and their respective agencies and affected governmental entities. It is understood that as of the signing of this Agreement that Developer is working to submit Yinal construction plans and drawings as required by the Eagle County Land Use Regulations. 2 C ~DOCUM»T1T3 AND SELTII~G~SUNARKRU.OCAL St319'INGS\TEMPORARY INT8RNE1' t•1LE510LK61FINAL 1-L4-03.DOC Nt1e No. ~~u~l'Yl 11 tl~l~~9 ~~~~~ 82069:... • . Developer agrees to submit such plans to County for its review, approval and acceptance no later than February 15, 2003 and shall complete the work identified therein. County shall timely review such plans and drawings and shall not unreasonably withhold its approval. •1.3 Duties ofDevelooer. For those Subdivision Improvements required herein, including but not limited to the rexonstrua*ion and physical improvement of that portion of any road subjes„t to this Agreement, the Develop~~ shall retain a Colorado Professional Registered Surveyor or .P Professional Engineer whose duties shall include construction staking, observation of construction for conformance to the approved plans and specifications, and materials sampling, testing and inspection using the Colorado Depar~nent of 'Transportation Standard Specifications for Road and Bridge Construction-1999 as a guide for frequency of sampling and testing. 1.3.1 Construction Staking. Where applicable and by way of example only, the following is a highlighting of the construction staking that will be required of the Developer: a. Roadway -horizontal and vertical control every 50 feet or every 25 feet in critical areas, specifically including: -slope staking -points of curvature -points of tangency -fillet radius points -culverts -transifilon points for super-elevation -Snished sub-gntde -£nished gravel b. Water. Sewer._and Other Utilities stake the sewer mains at the manholes and the service lines and the water mains at the deflections and fittings. 1.3.2 Testia¢. Where applicable and by way of example only, the following is a highlighting of the acceptance testing that will be required of the Developer: a. Utility and drainage culvert trench backfill under roadway prisms -one density test per 200 C.Y, of back5ll or a minimum of one test per roadway crowing. This will require daily visits to the site by a testing laboratory when utilities or drainage culverts are being baclcfilled within the roadway prism. 3 C:~UMN,M7'S HIND Si:l'ITNGiS1l~MRKRV~OCAL SETTW[IS\TFdNlpOItARY n~'rERNEr FII.ESWLK61FtNA1.1.14-03.DOC File No. IIIII IIII 111111 III IIII III~II IINI II IIII III III 82046 -... • b. Embankments for roadwavs -one density test per 2,000 C:. Y, of any additional embanlanent{s); and one density test per 500 C.Y. when within 100 fcct of bridge approaches." c. 1• finished sub-p~ade -one density test per 250 lineal feet of roadway. d. Aggregate base course -one in-place density per 2501ineal feet of roadway, and gradation and Atterberg Limits test per 2000 tons of aggre- gatebase course. e. Hot Bituminous Pavement -two asphalt content, gradation and in place density tests per day's production. f. Concrete -Curb and Gutter. Sidewalks and Bikepaths -tests for air content, slump and compressive strength per 50 C.Y. of concrete placed or maximum of one set of tests per day. 1.3.3 Notification/Road Construction. Developer or his Engineer shall notify the Eagle County Engineer for the purpose of arranging anon-site inspection no less than forty-eight (48) hours in advance of the following stages o£ road constriction: 1) Finished subgrade 2) Finished Aggregate Base Course 3) Asphalt Placement. 4) Concrete -Curb and Grafter, Sidewalks and Bikepsths The County Engineer shall make an on site visit witltin the forty-eight (48) hours notification period for the purse of observing proof rolls on items 1) and 2) above and for general observation of construction methods being employed at these stages. Said on-site inspection by the Eagle County Engineer shall in no way abrogate the duties of the Developer outlined elsewhere in this Agreement. The Developer shall provide the proof rolling by arranging for a loaded single unit amuck carrying 18,000 pounds per rear axle, 1.3.4 Witnessing of Water and Sewer Laterals. It is essential that the ends of these latczals be witnessed by the Developer's engineer to a minimum of three divergent points and a permanent record made of the same. Copies of these records are required to be furnished to the Eagle County Engineer prior to acceptance of the Subdivision Improvements by the County. In addition to witnessing of the horizontal location of these laterals, a vertical witness shall be required. Horizontal witnessing shall be to property corners, fire hydrants, manholes, and other "permanent" features. Vertical witnessing shall be based on depth below ground and 4 C:V~DCLIl1~NT!'S AND SL~7TINQSIMARKRI[.OGAL3EPfWCS~7'EMl'ORARY MTERNE7' F'R,ES10LK6~F1NA1.1.14-03.DOC File No. Y~IUIIYIY~I~~IIryuY~ItlIYY 8204~69i a. • • elevation based on a datum used for the subdivision. Bench marks shall be shown on witness records. 1.3.5 Test Reflorts, All test reports shall be consecutively numbered, with copies famished directly to the Eagle Courty Engineer from the laboratory as they are reported to the Developer or its engineer. 1.3.6 Record Drawiaas of Subdivision improvements. Record drawings, sealed, signed and dated by a Registered Professional Engineer or Licensed Surveyor showing the as- constructed horizontal and vertical locations of Subdivision Improvements shall be submitted to the Eagle County Engineer prior to commencement of the two year warranty period, 1.3.7 Affiduvit_of Monumentation. An Affidavit of Monttmentation sealed, signed and dated by a Registered Professional Land Surveyor stating that the subdivision has been monumenred in accordance with §38-51.105, C.RS., and Chapter iI, Section 5-280.S.a (1)(a) of the Eagle County Land Use Regulations shall be provided to the Eagle County Engineer prior to the acceptance of the Subdivision Improvements by the County. 1.4 Compliance with Colorado Deparment of Hig,.tiwavs Access Code. Developer shall provide the County with designs in compliance with the Colorado Deparbment of Highways Access Code for all road improvements. 1.5 Datc of Completion. All Subdivision Improvements shall be completed prior to Jan. 12005. 1.6 Approval and Accentaac$ of Work. 1.6.1 Copies of all test results corresponding to work which is being inspected and any other information which may be necessary to establish the sa3tisfactory completion of the work for which inspection is requested must be submitted prior to said inspection. All such information shall be accompanied by a letter from the Developer's engineer verifying the satisfactory completion of the work performed to date. 1.6.2 Notwithstanding Section 1.3.3 above, promptly after receiving a request for inspection and the required documentation, the County Engineer shall review the infornaatioa presented and, if necessary, make an on-site inspection of the work completed. 1.6.3 All said work shall be done to the reasonable satisfaction of the County Engineer and/or the County Department of Community Development, and shall not be deemed complete until approved and accepted as complete by the County. 5 C:IDGCUMl;T1TS AND 6ETTWGS1MAtt1GRU.~AL587'17NGS1TF,MPORARY iN'IERNE'f F~FsS~OLK6~F~VAL 1.14-03,DOC Rile No. IIII~VIIIIIIVIVIIIVIVIVIBIRIII~III~IAI 8Z0~69z • • 1.7 Fatima Costs of Subdivision Improvements. The estimated cost of the Subdivision Improvements is the sum of 81,666,169.41 as summarized in Exhibit "A". The parties agree that such sum represents the contract price between Meldor Construction, Inc. and Developer. Developer has obtained a performance bond from Meldor C.onstruclion, Inc. to secure i„leldor's faithful performance of the contract identified as Exhil{ i n A, y.8 Common Park and Recreation Areas. Developer agrees to at:ide by the Landscape Plan previously approved by the Berry Creek Design Review Committee and further agrees to submit any additional information or plans as required by such Design Review Committee. 2. SECURITY and COLLATERAL. 2.1 V'Vairan~. Within thirty (30) days after Developer has completed all of the work required by this Agreement and the work has been approved and accepted by the County, Developer shall amdnge to post security in an amount equal to ten percent (10%) of the original contract price of $1,666,169.41 for Phase I. Developer shall be responsible for the condition of the Subdivision Ymprovements for a period of two years after completion; this shall be guaranteed in the form of a letter of credit or Developer may pmvide a guarantee bond in an amount and in a form acceptable to the County. The County agrees to consider a maintenance bond from Meldor Construction, Inc. as security under this paragraph, so Long as the terms and conditions of such bond are acceptable to County. 2.5 Draws. Draws against the security shall only be made as directed by written Resolution of the County, stating that there has been an event of default under this Agreement and that a sum certain is required to remedy the default. Any amount drawn on the security must be applied for the purpose of completing the work required by this Agreement and related expenses and costs. 2.6 Eves of Default. The following events shall be deemed "Events of Default," entitling the County to draw on the security: Z.6.1 If Developer has not corrected or completed the work required by this Agreement during any warranty period, the County may, ai~er ten (10) working days written Notice to Developer, draw upon the security an amount sufficient to complete or cor>nect said work and compensate the Comity for i~ reasonable costs and expenses related to said draw. 2.6.2 If the original security presented to the County (or any extension thereof) is due to expire and the work or con:~tion are not yet completed, and Developer has not provided substitute security or the baatc's written extension to the original collateral (as it may have been 6 C:1DOCt1M1ETTl'S AND SL~TfDVOS1MARIQl1lACAL SETrWCS~TEMPORARY IN'PERNE'1' F[L,FS10LK61P1NA1,1-14-p3.1lOC Cite No. ~I~IHI~I~^III~I~IIIIII~~I ffi00~69:.. i ~ previously exisnded), the County shall draw oa the security according W the provisions set forth in this Section 2. It ~ Developer's responsibility,with or without notice, to ensure that the security is extended, or that substitute security is provided in a form acceptable to the County, at least ten days prior to its expiration. If security is neither extended ltor substitute Collateral provided, io a form acceptable to the County, at lcsat tea days prior to its expiration, the developer shall pay the Cooaty an additional $500 (Five hood , ~°d dollars) for the additional a¢l.,mioistrativewprk required because of the failure to extend or substitute collateral in a tamely manner as required by this agreement 2.6.3 if the security is substituted, as otherwise provided herein, this Agreement may be amended or modified in order to set forth specific Events of Default deemed necessary, in the County's sole discretion, commensurate with the type of collateral substituted. 2.7 Costs and Expenses. Developer agrees to pay any costs and expenses, including but not limited to legal fees, which the County may incur in determining to accept security, in drawing upon the security, or in accomplishing an extension of its expiration. 2.8 Materials and Payment Bond. In addition to the Collateral described herein, the Developer shall provide to the County a Materials and Payment Bond to ensure that all wntrac- tors, suppliers and materialmen are paid Such bonds shall conform with the requirements of Title 3 8, Article 26, Colorado Revised Statutes. Developer shall also retain funds from all contractors employed for Subdivision Improvements as required by said Article, and fi~rther shall coordinate with the County Attorney to ensure proper Notice of Final Settlement and Retention of Funds, as required. 2.9 I.andscsrpe Plan Collateral. 2.9.1 As the landscape improvements are completed, the County Engineer shall inspect them, and upon approval and acceptance, shall require the Developer to post ten (10) percent of the cost of such landscape improvements until the improvements have been main- tained in a satisfactory condition for two (2) years. 3. INSURANCE and INDEMNIFICATION. 3.1 Indemuificatian. Developer shall indemnify and hold the County harmless from any and all claims made against the County by any contractor, subcontractor, materialmen, employee, independent contractor, agent or representative involved in the work necessary to comply with this Agreement, or on account of any other claims against the County because of the activities 7 C:ID000MaT17'S AND SE7TINGSIMARKRIIACAL sB77WG5~7'El1~ORARY OVTERNEf FaESWL~6IFQVAL t-14-03.DOC Fito No. IIIIE VIII INIIII ~I IIII IIIIpI NIA lE lMll111lfll 820469 • • conducted in furtherance of the terms of this Agreement. This indemnification and hold harmless provision shall include any legal expenses or costa incurred by the County. 3.2 Certificates of Insiuatice. The Developer shall secure from any contractor or subcontractor engaged in the work necessary to comply with this Agreement a Certificate of Insurance providing for liability p~~rtection in the minimum amount of $150,000 per individual and $600,000 per occurrence, naming the County as an additionally named insured. The Developer, if it serves as the contractor for the Subdivision Improvements, shall provide insurance in the same form and amounts as required of the general contractor. Said limits shall be adjusted to comply with any changed limits in the Colorado Governmental Immunity Act, Title 24, Article 10, Colorado Revised Statutes. 3.3 County Incurs No Liability. The County shall not, nor shall any officer or employee thereof, be liable or responsible for any accident, loss or damage happening or occurring to the Subdivisionand/or Subdivision Improvements specified in this Agreement prior to the comple- tion and acceptance of the same; nor shall the County, nor any officer or employee thereof, be liable for any persons or property injured or damaged by reasons of the nature of said work on the Subdivision Improvements, but all of said liabilities shall be and are hereby assumed by the Developer. The Developer hereby agrees to indemnify and hold haanless the County and any of its officers, agents and employees against any losses, claims, damages or liabilities for which the County or any of its officros, agents, or employees may become subject to, insofar as any such losses, claims, damages or liabilities {or actions in respect thereof arise out of or are based upon any performance by the Developer hereunder; and the Developer shall reimburse the County for any and all legal and other expenses incurred by the County in connection with investigating or defending any such loss, claim, damage, liability or action. This indemnity provision shall be in addition to any other Lability which the Developer may have. 4. GENERAL PROVISIONS. The following shall apply to all Subdivision Improvements, including o~site improvements, set forth in this Agreement: 4.1 Compliance with Land Use Regulations. The Developer shall be required to obtain all necessary permits and comply with the provisions of the Land Use Regulations, including but not limited to the Regulations for Construction within the Public Ways of Eagle County (Chapter V), as the same are in effect at the time of commencement of construction of the Subdivision Improvements referred to herein. C:IDOCUMbN7:S AND 4[~7TINGSIMARKR\IACA45L~ITIN(~\TF~IPORARY~l7'ERNE'rF~.ERWLK6IFWAL 1-1403.DOC Fitz No. ~~I~IIIIA~~l~tll~tll~llu~ 8204~69z.. 4.2 Subdivision improvement Agreement Controls. Ia the event of any inconsistency or incongruity between the provisions of this Agreement and the Land Use Regulations, the provisions of this Agreement sba11 in all respects govcrn and control. 4,3 Warranties and G~uatantees. There `shall be atwo-year correction period, or such longer period as may be prescribed by law, fioF,~ the time of completion of the Subdivision Improvements during which time the Develope•° shall promptly correct or remove and replace, in accordance with the County's written instructions, defective work or materials and consequences thercof. Rcpair or replacement made under the two-year correction period shall bear an additional one-year correction period from the acceptance of the repair or the replacement by the Eagle County Engineer. The work shall be collateralized during the correction period in an amount and type of collateral as shall be reasonably determined by County. The work shall be inspected, at the request of the Developer,;no less than sixty (60) days prior to expiration of the one-year additional correction period, and any deficiencies shall be noted to the Developer. 4.4 Approval of Final Plat. The County has approved the final plat of this Subdivision, subjext to the terms and conditions of this Agreement. 4.4,1 Final Plat Amendments. Where field changes or other circumstances have caused the road, utilities, or other subdivision improvements to be constructed in locations different from those shown on the approved plans, the locutions ofrights-of--way, easements, let lines, building envelopes, setback lines, or other attributes shown on the Final Plat shall be amended as necessary to comply with Fia~l Plat requirements of the Eagle County Land Use Regulations 4.5 Amendment and Modifi~on~ The parties hereto mutually agree that this Agree- mentmay be amended or modi$ed from time to time, provided that such amendment or modification be in writing and signed by all parties hereto. 4.6 Assi a~bih't_v. This Agroemegt shall be enforceable against the Developer, provided, however, that in the event the Developer sells, transfers or assigns all or part of the subject Sub- division, the obligations of the Developer under this Agreement as to that portaon of the subject Subdivision may be assumed in writing by the purchaser of the parcel, and the Developer shall have no fuurther obligations hereunder. It is agreed, however, that no such assumption of these obligations shall be effective unless the County gives its flrior written approval to such assump- tion following an investigation of the financial condition of the purchaser. The Developer shat l not otherwise assign, transfer, convey, pledge ar otherwise dispose of this Agreement without prior written consent of the County, which consent shall not be unreasonably withheld. 9 c:~nocu>~tTS aND sirt-rn~tasrn~an~ctc~[.oc~~ sgrravcs\~mnRalcv iNT>awi;~r so.~suo~acs~nlA~, ~.~~-os.AOc File No. IIIIIIIINIYIIRIIIIIII~NIIIIIIIIIIINIIIIIIY Bz0°µ9.., i • 4.7 Binding upon Successors. This Agreoment shall inure to the benefit of and be binding upon the parties hereto, their respective successors, and assigns. 4.8 Sole Resnanstibiliri of Developer Prior to County Ac~ntance. It is fiuther agreed and understood that at all times prior to the completion and acceptance ofthe on-site Subdivision Ws*apravements set forth herein by the County, each of said impro.~ements not accepted as ~:Amplete sha11 be under the sole responsibility and charge of the Developer. When it is necessary to allow the general public to utilize the roadways under construction by the Developer, traffic control and warning devices shall be placed upon such roadways by the Developer in accordance with the Manual on Uniform Traffic Control Devices for Streets and Highways as prepared by the U.S. Department of Transportation, Federal Highway Administration. 4.9 No Rights to Third Parties, This Agreement does not and shall not be deemed to confer upon or grant to any third party any right to claim damages or to bring any lawsuit, action or other proceedings against either the County or its officers, employees or agents because of nay breach hereof or because of any terms, covenants, agreements or conditions contained herein 4,10 Notice. Notice required pursuant to the terms of this Agreement shall be deemed given on the day that the same is placed in the United States Mails, postage prepaid, certified or registered mail, return receipt requested 1N WITNESS WIdEREOF, the parties hereto have executed this Agreement this ,~ day of ~~,~ ~ ~ ` ~ 2003. r~=-*, COUNTX: ~~ ,_.,. r ,_.,, ~; a~ _',a,_ ~, ,.~. ~ ~ ;. ~ .-; , _ ~'v~~ ~ ~ + ~ ~ '' v ...... 4 .. '{ i ~'. ~C`yd ~ j a ., ~,~ Clerldko the Board~~ County Commissioners COUNTY OF EAGLE, STATE OF COLORADO, By and Through Its BOARD OF COUNTY COMIVIISSIONERS e Michael L. Gallagl Address for giving P.O. Box 850 Eagle, CO 81631 (970) 328.8685 io C:~DOC[Tl1~NT$ AND SEITOVGSVNARICRILOCAL SE7TINGSITIIVD+~ORARY UVTL~RIQC1' FR~SW[.K5\FMAL I-1403,DOC file No. SIN IIII IVIII NI Vln INIVI VIV n N~ IV IUI 8204~69M ...._,~ A ... o.. DEVELOPER: LESSOR: BERRY CREEK LIIVIITED LIABILITY CO. By: Mark Ross, Manager Address for giving notice: c!o ASW Realty partners, LLC 21820 Burbank Blvd. • Suite 120 Woodland Hills, CA 91367 STATE OF CALIFORNIA ) SS COUNTY OF LOS ANGELES The foregoing was acknowledged before me this day of 2003, by MGi~YL. I~D53 , as ~IGm~..Sl2r~ of Bercy Creek Limited Liability Co. WITNESS my hand and afficia] seal. My commission expires ~G~rl ~o ~. 4!~/C/ J f~s~. o Notary Public 431- WEIR cananWasn ~ 10101 1ro1aylUOre-C~ taN~Cau~ Mi-Cene~~as~-.9oob Ia~II~NI~I~IINIM~IIIININIV~IaINA 8^04692 [ 11 Z:IFORMSI.SUDDIV[SION AND ON-Sr[E ~ROVEMFTIT AGttB4MLN'I',D~ File No. SUBCONTRACTOf~ COMPANY: Meldorconstruction Inc prIDREBB: 65660 Co. Rtl. 336 GTY: New Castle, CO 81647 ATTENTION: BO 81mon TITLE: Projed Manager PHONE (970) 884-264b FAX: (970) 8$A-2622 LICENSE d: nfa VENDORlh aVendarldoa EMPLOYER 10: gEmployertDn .+.~ti~s• :ATTENTION: Clal~mplter AA. NaYins • T(TLE 86id0r Vice President, Operattone PfI,OME (5Q~ 820.1818 PAX: (506) 820.1919 TRADE Site development PROJECT: 8eny Creek Phase 18kework PROJECT ~: Berry Creek Phaee 7 ADDRE8~ MiIler Rand: ItQBtl CATEOORYB: eCatagoryNoa CITY: Edwards, CO 81832 CONTACT: Rick t3teDlrenson (970) 8487440 (rr:oblle) S V ~~~1~ i 1~,Ci.~T ~~v~~i1~1S•J1~T This AOtENT Is mad®and entered into as of D18TWBUTION this • . Original (At~ollrtlirs~ aAareementDatea Superintendent suts~orttrrat:bDr . Purchasing File Legal File Sl96CONT12ACTOR: ' COMPANY: Meldor Construdion Inc. ADDRESS: 8560 Ca. Rd. 335 CfIY: New Castle, CO 8184! ATTFJVTION: Norman Bacheldar TITLE: Presid0nt PHONE: _(970) 8842515 FAX (870) 884-2622 LICENSE #: VENDOR #: aYend01'NOm EMPLOYER ID :aEmployerlba Herein celled °Stibcantrador• CONTRACTOR: COMPANY Berry Creek lJntlted UeblAty Company ADDRESS: 401 Pas~daPeraAa CITY Santa Fe, NM 87501 ATTENTION: Civisboptter M. Nev)ne TITLE: 8enlor Vim Preaiderit, Operetigne PHONE (505) 820-1818 FAX (SOb) 82D-18'19 Herein called `Conaat>to~ TRADE: Site grading and infrastrutAtlre PROJECT: BERRY CREEK PHASE 1 PROJECT: Berry Creole Phase 1 Sltewark ADDRESS: 401 Paaeo de Peralta CATEt,'ORY~ uCatagoryNoa CITY: Serds Fe, NM 87501 SUPT: Ridt Stephenson SuF>~ntradDr and Contrecgar hereby agree as foAowa: 9. THE CONTRACT DOCUMt' :The Contract ~cttn[ente (eA otwhtch w®tnCCfpo++Bbed by reterenoo whether or rwt PhyatcaAyetlached hereto) conslet of this Agreement the Drativhigs end Spadficatlons IdentiRed in 8edon 2 ttelow Urp Schedules Acted 4e1ow and hereto, and all modifications issued subject hsrety, fi erry. Tha foAowir:g Shcedul~ era attached tv end era part of this Agreement. SlI~ °A" SCOPE OF WORK ~ SCHFDt11,t; °~' PWtti: & PAYMENT SCHEDULE StitEDULe °t±' tNSItRANCL' REt3tARgiAENT9 Sr'i~er!~ ~ °D^ ItUVOICW©IN9TRUCTIONS, UEN ~-.! F~ 8 LE®AL NOTIC.EB S[~DULE °E" NOTIt:E' SID Sf f'E'PLAN E?(HIBrI' "~" LieT OIL 4`OplSTltUt7rtON taOti<lMEIV1'8 2. nRAtilANd~B AND PROJECT ID2N7'IF7CATlON: Pursuant to a contrail wiQt: Adaldor CorwfruoBort lno. Cordrador &ltends to ar Is tnrAding single Project Si4avuoric Improvements located at the t3erry CrP.ek 5~ FA'al9 in Edwards, CA, andwhlch may include vOterwrtdfi shltc4ues end amenities all H8 st:own in fire Oraninge and SpedfloaUons (herein celled the "Drawings amt SpedRra@oma") which are Identified in Schedule °F°. 9UBCCrorRaC1'QR ACIQJOWLEDd&~ tWMNO RECtiNBD AND REVIHNIEDTRt1E OOVtE6 OF BND SUBCONTRACTOR CON71iAGTOR Nleldor Conatructlon, inc. Berry Creels Umited LlahNty Oompany t DATE 10~1~0 2 INffIALS DATE ~~ O INITIALS C//`?'~/ PAGE 9 OF 28~ Q~YP+SIerJalBer+Y I Y~ N INIU ~ ~ IUA N~ ^ IIIY p A 8' °~0,'.~°.9:'« EXHIBIT i?t ~/ a _.. (±oNTRACTOFa coMPnlvY: ~ c(y~pp kUiNted Uabishr company - 1"IY.• 'MDRE~S: 401 Pelscw ae ~eraAa ' CITY.; .. Santa Fe;• 1VNI. ~1 StJBCONTRACTCRi COINPANY: fdleldor Cotrstttrcfion Inc ADDRESS: 65690 Co. Rd. 336 CITY: New CsSfle, CO 81647 ATTENTION: Bo Simon T1TLE: Projwx iManager PHONE: (870) 984.2515 FAX: (fff0) 964-2522 LICENSES: nla VENDOR ~: tVandorNor, E:NIPL4YER ID: aF.mployerlDu TRADE Site devetopmard PROJC-CT #: Bony Cre6k Phase 1 CATECiORYd: ~goeyNos • ~.- CCMTRACTOttY . COMPANY: Berrry Creek Limiters Compairy - ADDREBEr: 401 Peaeo ~ Pere118 t3TY: SttrUa Fe, NNL 87601 . ATTENi1DN: r S9. Nlevhes l'fl'LE: rYtce Pre$iderd, Operations PHONE: (ti0~ 8~-1818 ' FAX: (SQb) 820.1818 PROJECT: Betty Creek Phase 1 Sltework ADDRESS: NGpet Benoit Road I:ITY: Edwards, to 81832 3. t3ENERAL ia1~CRtP flolu OF WORK t4ubcordrador shall per6omr aD work required bU the Carrtraat Domrmenb for BERRY CREEK - LLC AT Barry Creek t3ubd'ivist'on, Phase 1. Suboorltrector shall furrttsit aD labor, equlpmerd, materials artd deUveriea necressary to eomplete the Work in i~ entirety in actrordanr~ with the Contntnt Dowmerds. AU work shag be petiomted in a good and worlvrr~nnke manner, shall conform and wmpty with ap applicable bu@ding Codes, ~ stmU meet the raqunemmrte of all governmental agendas having )udsdlalon of the Wodc and of the Comtractat's Repreaenmt[ve, 4. WSURANCE ftl'Ql11REM~VTS: Subcogtractorsh8p t-t>fain grid irtsuranoe as provided in Schedule O W thlsAgraentent 6. IIBATIERIAL AND WORKtt/WSHIP: tlNees othmrvise speaff[oaQy provided for to th Cordrad Docum~, aD, rtteleeilele end articles incorporated In the Workehall be new artd of the most sufiabte grade of their reapedive kinds forthe purpose, and e0 teradanarrehip shell be first ePa~. 8ubeoedrardar sha0limelyotNatn artd hrrntefr elf requUed ma~rtate. 8ubeonteaotor shall inspedell such ruatedafs erd~feiesp;rr~g~of8tlmat~ils,~~u~~nent~dolher,ttoUro~t~n~ datgenyseam'ty~meae~aesv ~ma~lrbe~pultrimpla~ try Contraccorlrem drte ip ttrrte. 'five to ad materials and vrorlcforwtdrlt btsmltment pagrm~r~ have been made by Centrador snail ve;d irr Corrector but 8~ provisEon 8ttell rot repave SubmrrbadOrirwn sole responsmi&lyr4arav Work (Irrcludhtg, but trot limited to, materials) ortor restar+mionof aryr damaged warn, norshap tt~ provLalmt to ery waywawe CoplrardaPa dghttn require paAapliamx~ and wmpleflon of the worst Arty mrd al{ pmgress paymeq~ age reoeiv~ by Subaonfrador in wst end as b~ fpr tltt6 sole and express uaeand purpose of paying s4 spate and d+ergesforlabor arrd/or ma~rlats performssl arMlor roved bt eomtacvanwlfit the Work if net pravictrsyt paid, and no erdiftemF9tttd such peyrnafte slu3tl vest in Subcontrartorw-vl aA such urges end costa have been tLly paid and proper releases secured therefor. e. CFtAM®ESAI1~t2.ARIFiCA7IONS:wBhouttmretldafutgthisAgfe~emertt,CmNf~mr,OwrretorUteAi~dt~etort~rgtnearorowner,or rhalrresp~tiveautyeutherimedrepmauves.mayatarrtrtima,bywriuonordertothasubcontraotar,mel®d~ang~inihe s end 8perltkavons. Contractor may. by report o4 such changes, add to or seduce the Work tv be perfomred trereunder trtvaudavng tItL9 Agreamert~ SubcontrBOtor stutu famish Ste Contredor wvh an itefrdasd eaGmate Pot any extra workwiilah ttmy be requestadmrdshavreceivevuditettardhortaaFlonbefor®praoeedirtgwlrherrye~draftems. ctor8hallrluringthecataseofUte Wank,notNytheCwnlraetororCoMredotscepr~enmSva (nwrf8rtg,ofanyproblemorclerl$ra8onwhtdl(tbeltev~needsimmedteto review and rasoluvon wtdch ~ trot covered by the l:ontrarst Doamnerrtr. 7. WARRANTiES•SuixronVaatorherebyvrarranlsthatitsWodcerida116gtdpmentarMrttaterwisinwrporatad6dothaWotkshaQbetree from defeats in;mater~isorwor[enanstdpf~onaealan ar Pcomthedateafoomple9onoftreesutraordraats~asoopaasd~in schedule A. Within 1o wortdttg days erns ter span a ePoer r~eeeiving novoe from Contraemr and sn a manner flaepteble to Contractor, Suboorttractorehali attalttbcortlractors expense begtnworkto ooneet anyalaah deteatainib3 Workwhlde appeardurbrgihe period of this watrartty. The vvarr8rrtles ootttained in this paragraph are not restrid(ve amt ahev be ovnudadve end bt addhion to all otttervvareanties artd rerneeies provided by Isar or equityto Owr-eror Corrtraetor. f<aftartan woridmg daysthe subcontredardoes not fufN(vtis abpgation. Subeonbactorherebyconserrte to ConfradoreoeredUtg such woAcandhm+ebyaBrerw4fimtan equ~blededurliar fromtheConUactPrice~adbemadetherefor. W~rvutllmiHrrgthoforegotng,8ubwtdradorshatlasstgnroCafilbarlar,itssr~amssas end assigns, all rights under wamatves artdfor guarantees by suppliers of en1+ matedai or equipment provhsed hereunder, as oondivon pn~oedent to final ptaymeed hereunder. Upon ContraetoPs request, esubeoettrardor stroll assign such warr®ttles mrdlor guaranteesdhectlytoCOrrfr:ector,Owoter prt}teirrespec9vesuooessorsar-dforassigna. ArrfrsuohasstgrtmmltoPguetanieesand/or wan~en6asstmarroiumnmtemdnetesubwntractor's obiigafloneunderttteCorareetOoamnents. ContlaatcrelsosheDhavatharl8td, fi fte sots and absolute discretion, to esa9fpt to fhird party orperd~, all or arty por8on of said wananUes anelor gum'erlte6a, and/or t3ubcordradm's vrarranves under or petteining to this Agreement and/or @ta Wortc Subrnnirador stud) l~ with the, appropr~te authority all required malrrcenanw bonds for the work. . 6. INVEttTItsAATtON OFwORK: 8uboorUraetortretebyrepresvltls$aft it is expertUSttlatrade,andhas received ertd oarefuDy®osrrtirted the Contract Dawimente, tf-e Work sue, ems av canditierts efredU-g the prapased work (trrc7udbrg. wvtrout tirtritetlon, es appueebte Laws, and all Phir~r~ coruiitione and topography), artd has ~tWled Iteeltaa to av of the foregoing. Retail upon wtdt indapendertt examinattonartd review, Subeontractorurrdetsiands dearty9tenature and regtrleeteterds of9re Work, shaufirUyperfomtondmmplete the Work in oonahieretion of fife Contrail Price. and agrees that there will be rto addvtons or extras to the Coedrad Prfoa, uNeas spedflmvy approved in advaruxr and to wrlvrgl by Contractor: I'riorto performing errywork (mdudtrrg, arithoul Itrrritatiorr, ordering of arty materials). Subcarrtreeeorahall verity dharJty all measurements enlor oondittorrs, end ahaA fee resporukbletortlte mks sm completeness of the same. Corrtreafor BhaD rtot be naspormtbte for arty inryeaeed ~ for labor end nadrvisls.and 8uboordrartor shall at nofime rJahnthatthe ContrarlprleaorPaymentSchedulawaspredicated on oldamin9matarfalsfiontam+partEailarsourae of supply. or that Bufuronb'adors costs lnceased for arty reason wltateoerar (btdudtng, r+ii9wut Itrrrfretion, ebtltea, wlurttsry agreements, governmental regulations, or trade essxiaHon agreertrwr~, or any change of eocnamtc oond'i 'trans whatsoever). No esvnta4e or bid of Subaordrador preceottrrg this Agreement. end no verbal agreement or cotnrefsatlon tatthh euty repnaser~tive of Corrtraetor, before or after exewtion of this Agreement, 8118!1 affect or modify eery term or obligavon oonffitrred N the Cortlretd Docurnerde. 8uboontraetor shah be coley responsible forveeil)rU-g dtreatnrwifh Oontradorthat8uboort7aetorftaa N its poss~mt the most eurrerrt sat of Drawings and Plans prepared artdlor approved try Corti The Contrast Dooraeterds are Irtfended to be SUt3CONTRACTOR: COPITRACTOR ilrieldor Cottatntctson, inc. Bent Cfaek Limited Llttb8lty Company DATE for o 9 INRIALS DATE ro~y/o 1r INITIALS ~~(„/ pAdE20E 28a<S PY ti~~~4~~ Page: 13 of 39 01/16/20@3 12:48 Teak Simonton Eagle, CO 99 R 0.00 D 0.00 SURC011iTRACTOR: OOfUIPpNY: Mellor Constmdioa ino ADDRESS: 66650 Co. Rd. 338 GITY: Nsw Castle. CO 81847 ATTI=NTION: BO 8inlon TITLE: Pmject Nlarra9at PHONE: (97'tl) 984.2615 FAX: (970)984-2522 uCENBE ~: rda VENITOR # aVendoriVoe EMPLOYER ID: a.F.mployerlDs • - CONTRACTOR? ''-• COli9PANY: f3etny Cr~k WrtBed Llabllity Cempar-y - ADDREB& A81 Paseo de Patella CITY: SEgde Fe, NM. 87601 ATTENYION:. Chrlatop~r IN. Navirw TITLE: senmriRca Rresklord, Operetions PHONI= 82x1818 FAX: ~6~ 81919 TRADE: 5fte davetopmerd PROJECT: BenyCreek Pfra~ 1 Spawork PROJECT #: Retry Creek Phase 1 ADDRF.SB: M'ti ler Ranch Road t:J1T'Et30RYd` at:atagotyNo>a CiIY: Edwards. CO 87832 CONTACT: Rick Stephermon (970) 84&7440 (moln7e) and all aspecifiestlolia, figures a~rtd d~trr (raneiorts, sat a ~ the Caiwa~aet~rooa+manta ere~inte ~ ~ bra ~oatolste~ntand apr~o~Ha; before commmrc&rg fluther performance oP the wort4 806oordraetor shall oaretuDy check ap speo{tloa6orra, 9gureet and measurements, and shall promptly report to Cotrbactor. for r6visw and detsmdrtatlon, enY and all apparent errors, omissions, ImpraoUoa! deteAs, disasaparrdes, oreordtl~. SubJerx to the taragaing, in itre everd of inoorwtaterrt requiremert~ among Contact poaurrerrts, the more stringent tequiretnerr~ shaA be deemed tq prav~ provided that, should Ste Work or any of Iha Contact Dooumerrtq oortfpot or not conform fupy to epppcable LawB. then the req of such Laws slmA prevail and strap be fupy oompAad vrith by f3ubcorttactor as part of ttre.Wotic amJ no additlor~l t:onrpettszition therefor ahep be aAowed. All ~ resrritlrrg from tdrrbcorttregotsfaUureto ahfiotiytunrp{yvuith the seos~on shay ba home eclat' fry 8ubaontrador. Ail Drawfigs and BpIons made avaAeble to Srtbcormaotor shatl remain Contaotor's properly, acid shall not be used by Submtrtacmrfor arty purpose other thentnpmrPattrurrtoaofthewark eubeoM~rsrrankeapaoDraw7ngsendpktrrsamledenual,mtdshepnotdisdossorrev~lthem to any third perly ottmr than ~ dtrealy requhed Tn performerrw of the Work At no 8ma however shelf the euboorrtreelor be held tiscalty resporwibla forerrers oromigslons Pn file drewinga acid apeol8cedorra. CvrwPUawce vw7rtf APPLICABLE LAYYSs 6uborntbaaior agrees to oamp-ma the work to strfot ~aordarrae with ail apppaable Federal, Sta(H, County and City statutes, ordtrrartwa, modes, rules snd tegutatlorlis (oopedively, °Lawa°). Sum shaA pay ~unt~b'ubeo~rrtreaior's~dolatioeofatry~plioab~te~lawnelming~tothe8u~boo traoboratenyUmeotswv®sUwittreWork~ or any Contrast Daaumetne are atveriancevvfth arryapppgbla laws, 8uboordrectotehap tnmedlattehtrloOyCor~ClorvPeamelnwriOrB and chap obtain arty change or cleriflcaUon nersasery to oorJonn to Lea® tetra pmeeedtng wah Ure work 8uboanbactor hereby rapresenee arrdwananm that ft is duty Lensed by the SMte of Cotvrado andlores required by Lawsm pedbitt1 eA and arty porttorp o! the work, and shall wrttirnra witho<rt trlenuAtlvn to beso licensed end to good stQnd3ng unb7 completion of the Work. Subcortramor strapcorrgoly,at(teaogoerrae,vritlrlawewhiehs)rapormtgfdell~orepplytvthawork Sutc~rarlorahaprequeat,eoordinatsand obtain aA required govemm®ntal lfrspectlons and approvals fortlre work. SulDOmrtradora~+emd agle~ihatgoawrtrnantdi approvals sfraU not necessarily Consdhrte a~ccdeptan~e of tFre Work by Corrb~eator. U requhed, final drawings for equipment and instapetron.~lf Subcontractor or ire Wark~violatas~appiicable lair to mry Suboo trashap ~ tlrers~from and shaA tdemnity Contractor and Owner therefrom ~ prevtded trt 8actlon 11 oP this Agreemerd. 7Q_ A9SIQIOpV1ENTdFCONTRAt'ii'.BUbootdmOtorahallrtofasaFgnfl~lsAgreemerdnaraublatanyporUonfhereolwithoulfirstobtaining thevrtfttertaot~toftheCordrador. Arryar~hpurportedasslgnmantahallbevotdandofnotoroeerofieaty,AUmutthaprierwtittBn consent of Contactor. 11. INDEMNIFICATIONANDHOLD HARfi9LE98: To the futlest erdardperntitted by18w, Srrboordrat~orageeas to defend, irldgnnAy and hold harmless Owner and Contactor, the tespea5ve otttaera, direotars, agenda, employaea, membere, parfnare, affUtates, parentis and subsidtarie®, end each etthem, from end ageinstany artd ail claims, demands, GabHpy, damages, )udgrlteMB. oosB amt expenses (inducting but clot tlmited to actual attameys'feas, oa:marftattts' fees end experts' foes) of every fdnd and tmturewhateoever ('Clatme°) arising out of arise out of the Work perlbmred by 8trboorttrador underthie Agreamerd, or any failure of Subaorrtractarm partonn anydutyerobAga6on Imposed bythisAgteemerd orbylaw, orarryact otondsNonof 8ubomrbadoror~yagerdor of SuloooMrectot to cormeotlon with the Project Subcorntradara inderontly obAgatlone undertlde paragraph ahaq ardend to Gia occunhrg after the worts to oornpleted as weA ea wlnAe h is being performed. mot sheA not bs obligated under this paragraph to iralarrunpy owner, t~rntntator, or dUl other utdemnseea parson far Claims arising from the negngence or vr>Iftid mtsoor-dudofOwrterorCentra~Orortheiragerds servants,orindependenlmrrtectore(otherthanSupcorrtrenfto~whPeJedbedly responstbletoOwnerorCentrador. Subeontrasfor~ha~at:blbmnUamrsownaost.defendepl.le6tnsthatrlr8ybebognmMbyth6d Parties (incwdtrg but not pntRed to govanrmentel agenaev erSubGOntractot's own amptoyoes) agalr>stOeyner, Cordrador, am9amry other parson IndemnNied hereunder. Counsel employed by t3uboanrtactorto defend such Ciehrna shaA be eubjecttotha reasonable approval of the fndenfnitled person(&). tnfreotor's indemnity ebpgetions wider this paragraph Inrlrmte, but era not lbnfted to Clepns Porany of tfre ToAowfig: (a) rorytr)ury7o or death of arty person pr~udUtg t3ubcortbe~samploye~); ro) prop~Yde~Bam' both real acrd persmral Property, trrdudirnB butnotlUNtedto physiealdamagetp ptopstlyofenyone, whetharornat ratah propeRywgs manufaeWred byContadororOwrrer, e09~ t0 repairdofeals, to propettydhninutlQn bl propenyvelue, loss ofuse, 1088 ofeeonorNa vefua, con$e9uetrtiaf damages, and mry otherdemagea arising from dmrraye m destructlan of, detests 1n, or loss of real or parsorml pteperly; (c) penel6ear unpaged on aworert Of the vi01a5mr of arty taw, order, r4I8. regutepDa or ordinenoe; (d) medlArdc's fides or other dolma for latmr, materials, equipment or services wed or oorreulned m the Work, ~~d~nz~ damaB®to oxmeror Cordractor such deltt~ orlier~ (e) tiGiitgerr~gntof ar-gpatetddg or Contraacr arising out of die warm or (fl failure of subcontraotorto Damply wflh rho provisions of nm~ired ~ e c~Ag ~t bThP~ra a ~ntn Othi at ~grap~h 1~L inaepeadamor, and atmprtartbe 12 {jRFACH OF A(>tRf~AABU7' thY tB1BCUNTRAC7Ol;r 9Uf3CONTl7WCTOR: CONTRACTOR AEietdor Conabrtlc0on, Ufc. Bent' Cnsek LIn11~d LJahUfty CompvV DATE li7~l ~d Z INITIALS DATE ~ o Z ° ~ 8dIT1ALS PA0E30F2e2~ ~ I 82046 Page: 14 of 39 01/16/2003 12:45 Teak Simonton Eagle, CO 89 R 0.00 D 0.00 suBCONTRAt:roir t:OMPANY: MetdarConsbuctfolt Ina ADDRESS 85850 Co. Rd. 335 GTY: New Ceede, CO 81847 ATTP_NTION: 8o Simon TITLE: Project Manager PHONE (870) s~4-2S98 FAX: (97oj e84.2522 ucENSe ~: rt/a vr_NDOR ~: 6rVendorNo>s E11flPLOYPJt 1D: «EmployerlCa • ~ CAMI'RACTQR: coiw~ANY eenry c~ek lJmltad uabtSy Company ADDRESS: 401 Pa9eo de Pareka CIIY: Satda'Fe, NM. 87909 ATTP.N11t)N; CMttitoptterM. Nevins TITLE SenlorVtoe President, Operations PHONE (~j 820.1618 FAX: ($Q~ 820-9919 TRADE: Sibs development PROJECT: Bo17y Creek 1'F18se 1 Sftework PROJECT ~: Bety f7eek Phase 9 ADDiiEt38: IVtlUer Rertah Road CATEGORY: aGatagoryNog CITY: Edwards, C0 89632 CONTACT• Rtok 6tePhenean (WOj 848.7A40 tmobuat 1S. caNt~'ifON OF At3REEdAEN7: cortlratmr sha0 have the absolute dgtttm sansei tws Agr~malrt, vr@haul r~usa, at ~, time prior to ar eRor commenr.~emarlt at the Work Brut batbre complaflon of the Work, upon giving three (s) days written notice m subconb'actar. ShauldConlractorsoelacttocarroel,Conb~ctgrahallpayelrboontrectot ellmoNesduopertheb6lst~edul®ofwork complete lesStheamountofany~iorpeymemefl~CetOSut~ntraotor. PtoWded,howreve.~ 611mea&ashaUsudtpaymentmtcMd the Onntraot Price set out fi schedule 8. ~ ~. AIZBtTRATtON: ~, m arnr time prior to subcameaors r otttrrai payment inr en work performed end suboontradors release or au meohanlq's uen eiglds with reapectto th®Pro]ed, eery Coraravmay arises between Canbadorandsuboordiact~regamdinganytltbrg pertainhrg tothtsAgreamantorthe Workpertarrted hereurrderandwhtdltfie paNeado riot resolveprompey, tltertfhewrHtenerders of Contrectorshag he followed end said mnNoversyshad be detemdltad, upon wmpledon ofthe wait, by albiNatlan N amordanaa with the State of Colorado's 8taiutas. Ba PaKy dashes to arbiNate an ar6~bte dispute, it strati givewrilterr notice of Nta arbibeble co~nd~ u-emarb p~p'ro~v>de~d then ~th~~ ~ ooraot ~'e pa~~,anegreeupon enero~amr,whotnenshan within said paflod, each party shell appoint orre °oiapput®R~epre~laeY~ fiom~i~t ~ said tan day period, then, Hubbell and regutarty maintaWng offlca9 alld regulerry preccttcing commerofal oroonsbtm9on taw m `~~o~arai~ ~ thereafter, the two appobt4ad Dispute fiaapreselttaiivess eheiQ seletx an mbitretorNomtlre aazrte list. tf either pariy~a to make such aPpokdmerrt wittrirr such ten (10) day period, Are oArar party ~ eppohd the second arbllramr, also from the same fiat. If the two appotrded Dispute R6P1~BardaW6a faD to .serest ell erbit(amr Mdfhln &ald ttVe tb7 day per[od, than either PSrtY may r@41ieSt tiro presiding lodge oP the Dietdct CaIR of Vag, t,.otoaado. m rltoose an arb&amr from the alwva-referenced fist The ar>mramr eheU render a vm'ttan decision upon Ate mat6er pRisertted, by unanimous or maJor6y vote wl@drr forty Eve (4~ days Nam the data the artrltratton notice fs dagverad. subJeld to the toregoirtg, rt fe tire! pefHeef intent by Inalu~ng tide pmtriffion that resat m a aeon of wmpe~ntprrtsdiadon be preduded should a dispute arise fagardiltg rids Agneerrtent. The arhlbetor shall abide bythe pries of ilia American Att~'wn Assoc~Hon, usQrg conattuttion iAdustry mer-dards. Judgment upon fha atvatd rendered by the arbHretor or rnalorityy o-albiUators may be entered to any court having jur~lon overtire dLsputs, wHhout rtgta otappael. The arbitratorsim0 be empowered to award att011tay'9 tees end o06te of enrbitratlon es Ate arilibator deems Just end reasonable. The faregoirrg arbdretian Primed paymer~ytFtr. Both pattle'smairdein the stop tewde loin the eve P~ ~ ~ resoivod whttnr~a r~nabt®amount of time 15. f3F11~ilJPTCY OR 1N801 VENCY: iP Srboaliraotor becomes insolvent, or makes an asslQnmant for th®benafn of aedbors, or commits an aatofbenkruptoU, t:aormertarshap halreria rigid, atita~la et~onandwbnom p,e~mae m anyoserrr~ht4~r written nothtalm subao,rtramor. to terrrdrtate pile Agnaartant end oomptate the worts or aausa lira wont to be mmplated by others. atarshallhrunedratetYrepaS-,a0~damegasarrdCantraatPricpovatnatssusta~byCmrJr~rorti~r~ese resultofsudrterminatlonAUmatarialsofsubaonlradoronfhesl~maybeusadorreJeetedatthaoptiattotContraotor. EvenHthis Agreamatd le notterminated.>f 6utrcordradoraonuNts mryabove~dasaUlBd motoibrsotvemyorbmrltruplAr, Camaywl4thold all payments othervv~e due toeubconhactorundarth~A9reamentand meyeppysrrchwitlrheld paymantsty, aroffsetageinatthem, Payment of 8ubcontraCWl'a metaifal supp0aa equipment rooters, latrorera and ofheraworkhlg under Subcontractor, es may Ira necessary to avoid or satisfy rtrechsnids pen calms Nom such pereora. 16. EQUA~gPPgRTUMT1fPE~ViSiONS:ThIsprwrtsivnisappAc~leuNeastMsAgreerrrentlsexemptundertharutesand ofthesacrataryoflehorafthaUnRadStatas. SuheonhadorwIDrlotdisa~teagalnstanyanrPloyaeorappnmrrtforelr-ptaynrern because of race. color, raUg[vn, eels yr natkmat origin. Slydr ec8an ahaU inducts lnrt not be tirnlled to enrpIoymmrt, upgnsrpng, denrotianortrerlsfer, reaufunantorrearuffinentadvatusing, layotfortenninat[on, radeaotpayorafilertomtsofaompen~tion end salecdon vitrmning Indudhlg appren8wahlp. suboontredar atlau poet to eonsplcuoua places, avaWible mempbyaasau~i aPP~ for employmerrt, natives m be provided by OorlAradorsetUngtalth the ptvlrtatons o(Ar~ norldaaimirretlon douse. BuboartrectorvHU comply v+tth eu prov~iona ai the t3ceadive Orders, and of the nulee, reguiadort and rctevart orders of tho 8eaetmy of Labor. 17. AtlgD1FICATIONOFTIi19CONTRACT: TtdsAgraemerdtsthesoleandorrlysgreernentbe[wasnihepartiesFletatoandrropenrmlon behalf of Cordractor hoe any authodtywtuttseaverto make eigragnjomoM, rePn. urarr~j/, ort0 mod8yffrts Agroemerrt or arty part thereof, and 5ubvontrador herefaYa9rees that norre free trearr made, u-rf~a ft!8 M vni6ng and signed by Contractor. In the e,rent ttterE erdsty a seperete bid, . lelteref trrtetd, orAgm~rterd prepared ~- partytn edd'diorr todds A9. said other bid. Inner or board, or agream~ simu be oor~,an~ty deemed replaced by lids Agreemad errs rro bnger rn asfaot. An negofm4lonsand agr~mentapriortoueaateoftltisagr~anenteremergedtrm~ealarldttreresrrenoaglearrrenta,verbalorottmeeaae, othertkenthoseoanffiinadhereul. AddrtionelerldeddendumagrearlantasheubevaUdonlylnwrtCngmldalmuttrenbeoorneapartof this Agreerlrertt mid subject to provisions heroin corttahied. No oral statamerrt of arry perawl whamsoerer ehafl fi any marmar or degree otrtenalso attest the tetme of Ails Agreement 18. SUPERViS10N: Subcanuactor(Uanfnd<riduagoritschiafaporatingoifiaer(Ba~rporafianorPaitr~sldP)~Py>~N~ the work or shag Crave a oompaterd foreman or supadnter-derd sa6afadary m L~r-traemr on the Job et ep times during progress of Work with authority m eat for submrltrectar Subaontreaor si>eu be rvsPonsibts m anti answer dlrealiy !n CorRracOor, ter St1BCONTRACTOR: CONTRACTOR ' 14ileldof Canstructian, hu:. Berry Cfes/k Lht1(ibed L4btQyl ~nP~Y~ J DATE ~f7~1~a7 tNfflALS DATE ~o~~~a~ wma~s CCU11rr./// pAOt: 4 OF 28aR ~ ~ VIIIII II~I~IIII II I~I~~^IIII IIIII~ 820169' SUBCONTRACTOR: • ~ ' • COMPANY - Nleldor Cort9huction Inc CO~p~ p •C.OMPANY: ~ Beery Creek UrNted LiabiOty Company AODRE~: 65fiG0 Co. Rd. 338 CITY: Now Casfle, CO 818•{7 ADDRt~B: 401 Pwseo de Paralta ATTENTION; Bo Simon Cf1Y: Sart~ Fe, NM 87501 TPi7.L°: Project Manager PHONE: (970) 984.2898 ATTENTION: Ctvistopher ML Nevirsa FAX: (870) o84-2ti72 Y(TI.E: S~dor Vloo Presiderd, Operatlorrs LiCENBE #: Na ' VENDORS: ai/atdoniVv9 PHONE (505)1818 EMPLOYER lD: aEmploysrlDs FAX: (605) ~1g19 TRADE Sibs development PROJECT: Beriy Crook Phase 1 ~tework PROJECT i~: Berry t:rsak Phase 1 ADDRESFk N611~ ~ I~ad , CATS®ORY#: aCetagoryNo» CITY Eduiards, CO 61832 CONTACT Rick 6teph2nson (870) 848-7440 (mobIlel indirectly employed or retained by~&~b~rlit'atlort in mnrleetionov0 a work wiflwut s ~~ ~ ~ P~arffi drredty or famish to Contractor upon reausst a list of each worker to which 9uboor-b'actor trdertda to ~ t& dteD shall et ell times enforce strict m 8-c arty Of Ste WaRc SuboorWactor dtsctptins and goad order among &e p1 arm shad not employ any rm8t pereat or unskilled In the work assigned thereto. Suioow sha0. on naaioasfrom Cattrador, 6mr-ediataiy remove ergs ampj~ or subCOntracMrwtdCbCoNrsctardeerrrstr>~p~atr}, alsoMedy. tuueQablaorottmnxisermsafisfadory. ~thmrdnu~rsirapnypenNt or suiferthe presE~ or ~rtsumptlon of any eloohol orllGat substeru:e, or the presertoe of children, pets oe other att9n-sis, or qny nuisance (such as, bywayof exempleonly, lotni mush, rudeness, crude orindecerd language orbehaviororharas~ertiofatrythUd Awr(y), all of which wre strtdly pmhilsited, at the work 6'ka or Prajeat at arty ttma Subconbador also siudl not petrel! or atdlerth® ~fo r(24) houorswAfte nottca, ~ C/2) proh'd~l~trtsta eem~r, oonstmue grounds 1cr tanr~s6mr 10 ~qg ~ adddion to arty wed all other dgtds and'remedies of CoMractorat taw or in egtcity. i8. tmcPRORtwn®woRK: 4ayouts of all undsrgraund inatalladats, sswew, slacUlcal, gas. tslev~on, water, Yard 6gMUcg, eta are aastiebla st the Fleld Offios. Subcartractorshall be resparwlbls farvarliy5tg the lacatton of all exis6rte Installat[ars pdorto doUgany wont that may cause damage. Ap damages to ezlstirtg work Sh$A be barkeherged to the subwnbador catrsine the damage. Subewtiractorhsreby wgrees to peyaM be r~ponsmle far any sudr damages ifthe ufiatlea ware laced properly by the appropdele organt~tlon. 20. CIFAi1l~3lF+,PROTEC710NOFWORKAf~I~J+AIRBv Subrantra~or~deanupandretmvea~of8adehds.mh6ishendswplus materials. Subeonbador aha0 pt+ptrttt its Work from damage by fhs elemonts mid flgm other dmtlages ~iy ~ oeoiu durh~ !i<e performance oP fire 8ubwnbadors work. ' Bubmrdraoter shed protaet the Project and work of others from damage IUtey to ba caused by suboontradara work. Any defeuR by t3ubcontredor rmderOtis paragraph may be remedied by Contrsctorartd the cost dedurJed tram the Conbttc! Pdcs. a1. DOCUNtEh17's REt1tllR1ED IRaR PAY18E711T: LIEiV FTiEE Ptr~iEORASMICB, INDE~ANRY AND RI6FIT TO WITFIHOLD: When Payments era due 8uhooninaclor hereunder, Subcontractor aheA make vrtitten appUaw6on for payment, awrtibrfig first the amount requestad~wnaoruratosla2ementof8teamountpresentlydua8uboadr~ot: ThsappUaattonshaghaeoowAlgDQsltedbysecitofihs foitowtng: (a) a desariptton of aA porttorre of the work for uedmt paymert is sought (o) a Ilan release signed by subcontractor, (~ proofof payment or6ert releases sl9--edblr eaehoi5ti+bconba#orssutrowtfradarsttorflrelxeviousperiodremtvedpayrtr~ ntat~ nauppliets,equi renders, endotherpe<songanderr$fisswhohavefumtshed4abor.servicasarmater~iffiusMorawta,arredtnttre Work, for the vious period revalued payment and (d) Bugs certitio9tien that ell dua mid payable bIDs in res~cl ofthe Work hav®6een pmd in toil or era fully tnduded [n the emourd requested. AO Qen n stmA be lntheiamt andshaU oampiywith fhe tegidtemmnts speCitled in Schedule D Zo tilts Agreement. In addition, Cattractorrr~r tegtrtre suitaordraCtorto furnish such other doarmernls0orr as Ceram, OwrreC er Des lender, trtwy tsquestin snppoA of 8ubcmdrianio~s epplicaFlon, hung„ receiptad bias formatenals famished. 6viddtce of payrtcent of eppllcabre sales and use lances, end dararrcenda of arnourtt rer[6Yinblyto tmr paid fartebor, sarvicas, equipmern and/or ntetedals to bs ftrre(sltad In the fltture in r:onnec9on with the Work Pro pmgtese nsymsrt orfarwl payment to eats~ntraalorund~fhlsAgreartreNetnall operateas an adntlssion thatsubcarctraatorhas perfarrnedis oldga6awtmder this Agream®M or as a waiver oP any of dgbts or remedies of CorMador. 8ubconbwtdor shall ptomp0y pay wD valid 6tlla for labor, services, equipmerd or materials used ort the Work. Subvonbactor shall, as sat tartlt br 8edton 11 hwreol; at e0 times tndarmHy certbectorand Ownerageinst, andhotd thereat propeBy uportwhidt8te Work being perfamedfiseend harnYesafconlmecha'dde harts ertsug, tram die Wwk cue to the rusallaenoe o< tho 6ubaontraaUor or ~ submra If, in aonr-e~on wHh the work, Confra~orrecelves notice many ~d btll ar a mechanlCs Osn is recorded, 8ubcontrada'shau within Btrs (~ daysaRer~Cetpt of lrordten demand from Contractor Ca11&9sueh bill to Fro paid and such l~r tv be discharged orrele~d by bond orotherwlss punt to Colorado8ffituEes,6adtoro,kcntudve(Colois;(o's McChmn&.'stlenBtetutea). HSubountracta'faita6mstytooausslhesamato be paid, dlschargai orreleased, Cordraotoris authorized to twewhdevermearraR maydeem appropriatoto sehis~rethatresWt and 8ubcatb2dor shall pay to CoMraaot the ~ theteot tagett-~ with reasonabts attomey~ fees btr:urred by CaMrecf or Otimet Among other things, Conbador may ffi 1~ option (e) pay such bill or clehrl dheotly m the r]ahrtant, deducting tics ®rtorad of such paymerrt from arty nrtrnauntthen ortharoaHerdue Suboordraaiar, or(b) perndhtg resolution otsuch cVtim arld arhr lawsuNthsreon, Cordrecmr mmywfthhold an amwatt or money equal m 1fr09'a of thw wntotstt dated N sttdr Qen 8om arty amotsffithwn orthereafter due Subcordractor under this agreement andror arty other eorttrad babtrean Cordrac6or and Submrltrador than or thateefter in existence. , 2d TA7tPS 611t3_UU~ IN CONTRACT PRIM: All tatoas afT0e6ttg orantsing Nan the Work, iru:tuelirgt, withoutQrrttteflwn, nodal weaurily taxes and income taxes withheld from wages, and otfter federal, state and loosl taow, ere btduded In the ContreM PHe9 end w~l bo ~e Pt, Contrsctordoshal~covid~s ~ exempt certifirdte for the8uboo~a~rsot~ ~ 8 proJecdte mnatdared uac 23. PHAS®OONSTRUCRON-ts{:p/flip'TEWOtiitEYtneProJectmaybscondructedinsspsratephw9es. HthaWaktnahrdedtnthla Agreemerd (including Endure wddenda hereto) ineludes weds to .separme ptrasea of the Projnret erwerk on sepeeaba IniptwnnteNs, SUHCONTRACTOR: CQNTRACTOR Meldor Conatructlon. Inc. Berry Cree/k Lfrrdled LtabltHy Company DATE IO~L~o'L INITIALS a!9~~/S' DATE gyp/ ~/a~•• INITIALS PAGESOP2~4 ~~~ I ~L~~V~ Page: 16 of 39 01/16/2003 12:45 Teak Simonton Eagle, CO 89 R 0.00 D 0.00 9USCANTFtACTOt~ • COMPANY: Mellor Construction Ina ADDRESSS: 66660 Ca Rd. 335 CRY: New Casfl2, CO 89847 ATTENTION: t3o Simon TITLE Project Manager PHONE (9T0) 984.281& FAX: (970) 884-2622 uc~NS~~: Ne VENDOR ~: eVafltlcrNoD EMPLOYER ID: aFrrrployeril~ CA1N1'RACiiDR; COMPANY: Berry Creak LimPoad L~Wlfly Company '~ ADDRESS: 401 Paseo de f"araiCa CP1Y: Serda Fa, NM. 87601 ATTENTION: (3uistop~r M. Navtns TITLE: 9eNor Woe Presldeid, operatlona PHONE: (606) 820-1818 FAX: (505) 820.1919 TRADE: Bite davelopmert PROJECT: ilerrylkaekPhase 1 ~tswork PROJECT 8: Berry Creak Phase 1 ADGRE~: Muter f4attdt Road CATEGORYd. aCategoryNos CITY Ed<trmds, CO 81f132 CONTACT: ISdt b'~aharteon (87016487440 (mobBol includ(ng site tmprovemerrts Torwhich Schedule °B' (fmd arty addendum tftereto) sets mM a seperffie lump sum plea a separate notice of oomplailon may tre recorded toreartr such pftess or trrtpravarrertR and eaclr sash plt~e orlmproveme-dshedbstreated es a sapardie work of improvemerri ivrall purposes trrdurflrrg, witl'rout WnHstmn, the eppiicafion of Paragraphs 13, 1A, 20,27, end 31 ~ this Agteentent. 24. e~Y:lnthepert'ormanceandprotaclfonofUreWork,6ubcantractorshalletdlltlmescahlP-YWi61a0s3fetyNles,regv~6orfs„end requtraments U aoeordarteew8tt all Bppdrdble oodee, andUiertoes, and spedftcetlana Suboorttmeborstre4 eamPlywitlt 6lldedeimts of Corrhailor rslative m safety requirements end shall be Babls for metntaWrrg sWil edirerrartcs fo eB iY regulBBone, Including hrli- tarre meinte+~reosfuttyadeyuate eafefy9landarda toproteetthe general pubde,workioree endsnyand eB parties.Thg Project~a °harid ttaf" job as requUad byOBHA. 8uboant~amar shag requtrettret ell workmatr end visfmna on fire Project site shall wear a guard Itat° for protection. Without dmdfrrg the foregoing, Subcontractor shad trt(orrrr fta empk of safety requirements, and eha8 have tire! std equipmsrd andtrained paraonnalm perfwmflrstaidtreatmentforemployees es requhed by>uafetyLews. Sutraordraalcirshed lmmed(etehlr~rreotenyvlolstionatsafsiyLawa ShoutdSubOmtlra~'raUmoomPM~~9leafelyLaw.Cordn4dor~lhavatlre opIIOn, without prejudirs m any other rtgfd or remedy at ia1At Orin eq~ upontwenty-four hours (24) f>oursaflarna4ce: (6) w~rout termfiaBrrg fills Agreement or the obUgaBorre of Sulxoittrador hereunder, m pattorm srs3r portion of the Warts or to fumladl arty metefiels, equipmend, or oftrer items required, se Contractor, in its sole disoaBart, may deem neoesaery m avoid or I~amediate nonrmmPBance wdh uuy applicable safety taw, and fire cost of suudt wndt ormatarlals, equipmerdor o8rat Ibm4a ah9d ba deduiled from the Contrail Price (bt the eventsurh ~ erubeeds the balertae dim ~ such ericassatmd belydue amt orvme from Subwrrfradorto Gontraeter), or (e) Cmdrsdormey eJed 3uboortrmn the ProJer~, and Gmrfrailorehed hav° fhe further aptlon of camplettrig, orcaueing m be completed bythint partlea, the Work orarry poniontheiaoi Rrbran4ector shag profail the Workand be raeAonsibig fttaretorarrd toriha wndiBatt theraottmderad ~ rsiBl Brad aeceptem:e by forr>tir~rortlte Mire War16 shall protect adjaoant Property from damage or injury arising out of the Work vMdrou>Z wnlHng the foregoing, eu(raontreatcir s[uatl famish and nmtrdatn et,eq times a0 rreoesaary fratflc raritivi. eafegr ~rrrkretos end proteillve devices 6rtd measures, aad wartUng signs in aprouectlon tw1Uf the WOtk sill per(onrytdrtae thgeot m as9ufe a oafs opareBan and Wont Bite et 80 times inausmuctr ae ft Is dtraCBy refatadm submritractci'as~pe otvoutcsubmrsracmrts reapana>to-leioribrd>ingaooa9sardothes@e by parties other than Sulxonfractw or Suluvntractore suboanbaciors and suppders. 25. TRAFFlCCONT1tOLANDSITEWORKDABBAGE:Itlsardidpatedthatelarggnumberofthesmplay~sontfreProjealailewtAu~ motor vehicles for trertsporte6mr m and from work It ~ ire the responsib-B71 of Subcontrailor m oumtrol iratBa on the sits as diredgal by Contredofs represerdative to ertforae o0akidioA9 ag9inst parterre on roads wBhin 6rs sae, end to provide nsot~eary padthrg areas r all woriarten to suitable loaclinn9 ea unproved hY Cortbaetar, In the anent Oe>tttraatar taws vatuidpa wbW1 are anP~rh+ P~ ell tawtrrg olrergea wID foe charged m Subcomtrailor. Suboorrhador efiaB keep aB tntdar, dm~rs, gruadeta, end other equipment oft coruaete and toad surfaces and greds~ sites Subcordrailot shag, under ndas or legu~Boun presa<ibed by Contrento , use only gefab8shed roadways or such ternporery roadways ea may he atdhmi¢ed by Gonbailor. 2R STORA08 AflfD INVENI~ORY: Suboor~traetor shad be solely resporr~ble tar the tnvwdory wntnol of elf matmtals used by it Subwntrailarshailmake aB atlas Bstsand requleltlons ffiidtiantsti setdfistsend regWs@mrrem Cardreator Subrhontrailorehadbe solely responsible for fire loading, wtl, delivery and um~aBng of eB materials used by k from suppBer to storage point on the Project and flan theta to the actual Point of tasaga, whatiter said nudedate have been aught by t~COntrarlor or Contr¢t~r. 3ubconfreclor shell carding its opgretforre m the areas of calatrut4bn am! to the area sat forth by Contractor ar Cantracto~e ropresenta8ve for Ba operation, materiel and equipment 29. CONDtTiON9 POR BiNDiNO Ac3RFJ;pfIEN'r Tide Agreement (or any erdemton of 13 to addl@oriel iwfldirigs w phases by ae addendum m 6eheduie B) shall hat be bfiding on efttisr C,oritreilor or 3u6coritreilor until both of ilk toAowing events ocow (a) Contractor delvers a fully . trddated and dated copy of this Agreamard (or slt~ueM addendum thereto) to 5ubaontiactor, end (b) Contr>3cior gives written rioBee to Subeoritreetor tfuR the budding and/or pt~ free been released for the start of wnsbudion. Z®. NOTICf~ Am/ notice required or pertnhted to ba given hereamdsrghell bet hlwfittng and n~aYF~ served peramrallyarby reg~0armatl, Print poste, addr+~sad m cantrector and t>ubOOrdrador, respectively, nt the addresses set foAlr fi the preamble is this Ageaemersi Etcher party may by dke naBoe m life other patty at anll thna and fawn time m flme, deffignate a d{ffelsnt address m whlrJi rtotioes shaA be given.. 20. WANERS: No waiver by Contraofor of stet prevision hereof' shad Ire deerrred a waiver o/ any otruw provlaton hmeaP or of any subsequent bread, try subcontradbor of the same or arty other provisbn. 30. MIS~LLpJ11E0U8: Sidr]eil to the ProYisfor{S hereof restrteiirlg ass>lgnmerd o9thta Agreement bY&ubcontrarlor, tide Agreenmrtt stud) bs btrtdtng upon and stud! Wma to the banaBt ofthe suot~ors end esstgns atthe papas hereto. This Agreement gimp ba ._ ~__.____.._...._._~..~~~~~u.~~....~..r.. ..~wenw.nwle wwwAlel~nG UnA lINbdA1Mt6M :~u®cof~-~roR: coNTtaacTOR 1Ne8dor Caea~trdlon, inc. ~- Creek Limited Uu~Wiq DATE f0~/~07 INf'CIALS DATE ~° ?' ~Y" WITfALS PAae s or= a~ airy ooamaoorvri! 820469 Page: 17 of 39 01/16/2@03 12:45 Teak Simonton Eagle, CO 139 R 0.00 D 0.00 9118t:ON1'RAt"+TOR: GOBAPANY: MeldorCenafruction In0 ADDREBb`. Bb850 Co. Rd. 338 CITY: New lesile, CO 87@47 ATTENTION: Bo Simon Tri'Lf:: Prow AAanager PHONE: (970) 98q-2818 FAX: (970) 98A-Zro2 LICENSE #. Na VENDOR #: sVendorNas EMPLOYER ID: aFmployeriDp • w 4 • Ct7~NMP~AN1~O~tiamy Croak Limited Ilebfl(ty Comparry -` ADDRE6S: 401 Pasco de P~aral~ CITY: t3anta Fe, NM. 87501 ATTENi1pN: t„Intatapltttr M. Nevins 7fTLE: Senior dies ProsldenR Operations PHONE (&QS) BYO.1819 FAX: (60~ 8ZD-7918 TRADE Site development PROJECT: Batnr t,reak Phase 1 Sftework PROJECTP: t3enyGreekPhase 1 gDDREEIE lWtiar Rendt Road CATEf~RY~: eCatagaryNo» GfTY: Elwards, GO 811~i2 WNTACT• Ride Btspher-son (970164£.7440 {nrob~1 4Ffia Agreemerd or any portions hereof, ahaA not affect the remaiNng portim4a of this Agreemait end gds Agn:r~nent shs0 be oorretrued as d such IiNaHd oovanam, egre@rtrera, condition, or provision had trot been hmerted herein. As used to ihhzAgrrromer:t, the nrasadine, feminine or rtauber 9~der [arid the singular or plural mrmbere she0 be deemed to fidude the others, wherrevertim context so indloatea. The oepUarm in thisAgr~mont are Inserted only ~ e mauarof oomrerrtanoa and forrelarence mtd in no way datirta the soopaof aonterrt oftMs A9roemert a the ooratrucHon of aryprovlsion hereof; oral arty doorsnerd orGmtrurtrent feferred to harem. 31. CCN9TR3JCT[ON StXiEDIILE AConsbudion 8dredula aacepffibla to befit Canbadorand rw)Ibaegread upon prior to constructiofl of the Work and artil be frtoorporeted IMo this agreement std tfum~r made a part hereof pAor to But~raotor startUtg work pontraatorand Suboontractotsha0raviewandagree upon the dater that are tndudad m the sohedula 6'ubaordraator shall commence performance oPthe Workv/-0dn fifteen (1!3) crtendardeya after being notRed in writing artd thereaRer proceed In strict compUancs ~adHt the GometruaHon Srdiedwe, as revised from Hine to time, and sha0 neat the constrtrcHon dates tlu3roht set Tarth. Timefsofttresssem:eof~Agreemen;amftnthoavantfhat8uboontraCtorstr,~llfafltntlropartatmanosorrampl~[anofell or any part affhe Work ro be per[ormed undarttds ggrasmembyend etflre tblte Cd'fsnoa heroin menHorred, orin aeoordmtoe with the ConstrucHonsd+edule.6Lbcormradorshau payCOnhactar. as aquidatedQantega~ artd notes a penaIly,the~pnar ~toreachandeverydayregttUedtowmptatathaWorkbeyondthatinresetfatth. Contradarandsuboorttradorexptesslyegrc~ and arJerowtadge that, in the bnrerd ofsuah delay byt9ubtrorttractcrPn anmpiafmg the Work, tbrdrdctofs damages wID lm eldrernely dlfftWrR to asoertpin wfbt certainty, tna! said sum represents the parties' boat good lbltlt estimate oP the probable dmtmge to caorrtrador drat wm rem+a Tram such dWey m completing the 1Nork and that said sum m reasonabe under the and doss not cwisHtute a parrefty, tbntrador; may deduct suds darregea fran arty auma attrenrise due or to become due to Subeanhaotor Ag days inwhkd-edvereeweatheicm-dfgone exirottmtwould be a detdmerdtodts quaAlyofthe workpertonned or errata a itazerdous emisonrrtertt that omrr dudng the tamtract time (sea b~ vdti fie added to the m•Jtedule. Oalays Hiaf aoau during wont that are not In Bubcontradafs tmNl7r1 vrlQ be fldded fs the achedWe. 32. ATTORNEYS' FEES: In the event of arbitration hereunder, a' fi fire event tlud etilrer partyhereto bdngs an actin PorbraaGt afar to enforce the provisions al'thts Agraemefd, oito declararigida hereunder, the prevafMg party in eadt arbitration orin sudt seven shell ba enHHad to reasonable ettomeys' [ems to be paid bythe losing party ee fixed by such etbftralO?6 ortlte court. Tttefadthat e party is granted afBrrnative• relief shall not ne~saruy eatebHah 81st such party is tam prevaiMg ~hr for prapases of awaro or attorrrsys' Peas. Such arbitrates or court ah80 have Ora disenefmn to deternBnewhle$t paAy (s the pnavailing p8-(y for purposes of award of attemays' T~s. Such detemdneHon sheti 6sa rrmde by fha erb16'atas orby Ste aorat based upon the datentt6tetbrr as TD which party, i~ fight of>he issues tdigadad ararbibatad was mar sucaassfW. 33. ENVIRONfiAt'J11TAL: Subcor>traetor(and ha aganta, employees. vendors, arrd asslgru) shall flrDy artd 6meiy comply Witlt all laws perteWnB to health. Industrial hygiene, andlorarntronmenfal matters. hudud[rrgwithout[irnlfatlon,fhaCmnsiva Envhonmerdai Response compensation and LiabtiftyAr3 of 1980, 42 U.B.C. BeaHon 9~1, e~ seg. ('C)73ctA'~; the Resouas COtearvaHon amt Raoovery Ad of 1978, 42 U.B.C. Section 61101, ~ ~ ("RCRA"j; fha Tede substances Contra) Art of 1978,15 U.B. Baeflon 2801. et ~ (°TSGq~; the Buperfisrd Antartdmards and ReattOrofrmtlon Ad of 1986, Tdle tit, 42 U S.G. 8adlon 11001.l~fi3. (`SARA'; fire CdeBn AttAd, 42 U.S.C, 7409, gj eLeq.; the Federal Water PoOutia-t.onflol Act, 33 U.B.C. 8eotion 1287, :~~: the Safe Drirtidng Water Aot, 42 U.S.C. Section 300f, ~ ,ffiri the Bolld Waste l~se1 Act, 4Z U.B.C. t~adion 3287. gj Erg The sufuatttrecJot shaD abide by 91e regulattona now ®dsOtg a'tterwtter pmntulgatad piasuant Htealo to U1 the lbtlfoml Fha Cade, 1988 editIom; enysuccessor law, artd any otitertawmowin afiact orhere[naftararuidedwh[ri-patfainafoheaNh. irl hyg~rre, ortha regulation orproteattonof ifuj arvNanmeni Whha+tlimitirr9 the BsneratriNo/thaforegoing.8ubmntraetarahan rmlc¢sr3-mga any hazardous aubstarlce on the Wark tike ar Project, or errgage u: cry dearwp or repair adhrdy vrhid~r would resrrR tr1 such discharge. and, upon eomPlatiam other Wa{k, Bubonnfraamrshatiremovetip supplies, matsdata andwaatevfiichoouid rttsu@tntire discharge Of arry'haz~dunra aubstra-ce. and shag provide all dust eonb+ol and erosion eorrtrO] reasorfabh-re9ulred trt cvnrtar~onwitit the Wofk artd performance [hereof IN 1MITNESB WHEREOF. the parties hereto have e%eWted thte Agresmerd for themselves. 61eU tteha, end executors and penmift~ sdmtnistratore, auooeseois and eastgnaea on the dais sot foM below tireV respective sigmabnae. su®coNTRACro~ 6Beldor Cont#rucllon inc. CONTRACTOR: t3errq Creak L)mNed uetiUlty Company PAGE 7 GF 2t1~ dayr~noNcttlemy IG III III ~ I III II~ III III III ~ 80.69'+'« BATE ~ r D~- ~_T • stn3colu>7u- cro~ . - con~TRO-cro a CAMPANY: AAeldor Const~ion Ins COMPANY: Barrry Leek I.brJted UabOty Comparry ADDRESS: 68830 Co. Rd. 338 CIl ~l: New Ce811e, CO 81607 ADDRE8.4: 401 Pe9eo de PBU81te ATTENTION: Bo 3imat CIIY Santa Fe, AIhA. 87501 TITLE: Project Niervager PHONE {670) 984-2816 ATTENTION: CEuislopherM. t4o~ FAX: (9T0) 984-2522 TITi.~ BeNor Vida President, Operations LICENSE ~ n!e VENDQR 8: aVendorNor+ PHONE (60Sj 820.1878 EMPLOY®2 ID: sEmployerlDs .FAX: (608) 8ffi9918 TRADE: Site development ~ PROJI'cCT: Bsrty Creek Phase 188ework PROJ>=GT6: BersyC~ek Ph~e 7 ADDREBE NGgerRanCh Road CATF~3oRY0: atAatagoryFtos C11Y: Edwmds, ca aie~ s~~awre~.c'~ r ss~snatra~e: gy. ~Mz..~A.~ C 8*~ ~~~.~/3~R+~°-t:aFr~.r f" sy; GiMs avln®~ 8erdorMca Presldar~ Operedane Date: I o~~ l o Z- Date: ~ la~?•~vL I~ II~~'I III~I~I IIIIIVIIIIII II 8°04~..~9:'.. SUBCONTRACTOR: COMPANY: MeidorConstiucleori Inc ADDRESS: 85850 Co. Rd. 3;i6 CI1'Y_ New Castle, CO 81847 ATTE:MION: Ho simon TITLE: P-oject Manager PHONE: {970) e$4-2818 PAX: (870)884-2$22 LICENStE~ Na VENDOR ~: rcVentlotNos ®NPLOYf:R ID: eEmDloyerl0~ ~= CONTRACTOR: COMPANY: Remy (Avek Limited Lta6lHty Comparry ADDRE6fi~ 401 Paaeo de Pereira CITY: SeidEw Fe, NM. 87801 ATTENTION: ChristapherM. Nevins TITLE: Senior Vice President, Operations PMON~ (Bob] 820-1818 FAX: (505) 8241919 TRADE Site dare! 86rty Creek Phase 1 Sfte+cork PRO.IECT 8: Berty CteeK Phase 1 ADQRESy: INllet RBnoh Rosd CATLGORY~: acCafaSoeyNos CITY: Edwards, CA 81882 CONTACT• R1dr Stephenson (870) 848.74gD (mobge SCHEDULE °A° s~aPE ®rr woRr~ GAL tNS1R1,C170N9 . SITE INSPECTION: Subcontractor shat) visit the sit8 and upon award of a contract, Subcontractor acknowledges that he has visited the site and is familiar with and has provided for the Wndttlons that exist thermion. It has also oheciced with appropriate governing agencies and has made prov(slons far any and all requirements of those agencies. In the event arts conditions are inadequate for the perforrlrance of the Work, it shalt be the, rasponslbildjr of Suboontractor'6o so notify Contractor in writing prior to starting work. Failure of Subcontractor to so notify Contractor shall constitute aCCeptaru:e of the existing Conditions. PRECONSTRUCTION MEETiNG: Prior to the start of the Work, a pnecAnsbvckon meeting sha0 beheld. Prw.sent shall be responsible representatives of the parties hereto, County of Eagle designees. the Project engineer, and representatives of any approprata utility tx><rriparry. Subcotitrlactor shaA prepare an agenda for the meeting to include. but not be 1lmithd to, disaisstan of da11y work hours, access Ilrntts and resifictione, exchange of pertinent contact information, designerfion of storage/ysrd area, and any special considerations or instructions appropriate to the project. Suboonbactcr shall review and coordbri~a a~ plan dimensions and/or requirements wi'fti Contnicto>+s reptesentalive. <f mirror contiicttng irriormatkm with respect to the plans is found, Subcontractor shall malts field e~ustments to his work to accommodate those differences. Subcontrator shaA at all times cooperatie with the other subc>oritractars on the job. Significant field adjushments to the pla-ZS shall be made any after approval by Contractor and acxeptiattce by the project engineer and appropriate governmental agendas. MOBILIZATION: Suboonirador shall mobilize onc® per operation for this contract, except that asphalt paving wiq be completed in Iwo separate I'ifbi. AU equlpment.deliveryond mobl0zatlon echeduGng shall be coordinated with the Contractor's Represecrtabve. Sukioontractor shall begin Work within ten (10) days from r~ipt of the Notit~ to Proceed. SUPF~VISION AND COMMUNICA170N AT THE PROJECT SITE:° Subcontractor shag give his per~nal supervision th the Work or have a superirlbsndent set~faetory to C~ntrrictctor on tfie Job at all times during Progress cf work with the authority bo act for Subnoritradar and to walk any inspections required with the governmental Inspection agencies. ooritrlactor's represerdaWe or desigr~ed tttiriLparty inspector. SubcontractoPs supervisory personnel shall have the authority to immediately implement reasonable direction by Contractor's representative. Said supervisor shell be maintained crafts for the duration of the projt;iCt. MATERIALS DEtli/ERI€S: Subcontractor shall have an authorized employee on the job at the time of material deliveries to take receipt of all materials delivered. Contractor adepts rro r®spflnslbiliiy for n~oaipt of mat®riels. ON~~STO,EQ,G,~ YARDS: If pem>lssion is granted to set-up and opeeate an on-site yardlstorage area or compound, this area must be fenced and greened to cover unsightiy materials or equipment AO dirt surfaces shall ~ stabilized m maintain dust ~ntrol. Coniracxofs Represer~tJve may reasonably request removal or n3locatlon on site staage yard at any8me. Subcontador shall be responsible far all costs for the on-site storage yard, including set-up. removal and cleaning. P420DUCTION SCHEDULE: Subcontractor shall complete ell improvements in accordance with SUBCONTRACTOR: CONTRACTOR Rfl®idor Construction, inc. Berry Creek Limited LI4t-Ility Cwnpany DATE {oL~az wmALS rte"- ~ DATE ~al~'fo~- INITIALS c~1 PA0~8 OF 2922 ICI III ~Ildl III Ild I~~II II I ~ ai~vamara~taaos+ 820469 Page: 20 of 39 01!16/2003 12:4 R 0.00 D 0.00 SUt3CflNTRACTOR COMPANY: Meldor Corrstrucfion lnc __ y ADDRESS: US8ti0 Ca Rd 335 CrrY: Haw Ceetie, CO 81847 ATTENTION: t3o 8lmon TITLE Project Mager PHONE: (870) 884-2816 FAX: (970) 8842822 LICENSE ~: Na VENDOR ~: eVendotNon EMPLOYER ID: «Employert~ C.flNTIiACfOR; COMPANY: t3arrry Creek Llmrled l~f>tii[y -,~ ADDRESS: 401 Peseo de Parafm CITY: Santa Fe, NAA. 87809 A'1'r'ENTIflN: ' GhtistopherM. Nevins 71 rLE: Senior Vice President, Operettans PHONE: (ti05) 820.1918 FAX (808) 820.1818 TRADE: Bite d®v®lcpmeN PROJECT: gory p~88 ~ g~~ PRgh1ECT 9: Berry Creak Phase 1 ADDRESS: Meier ~~ Road CA7'EGORYS: aCategoryNos CITY: t8dwarda,C089~ CONTACT: Riar Sts 84rr7440 moWTe schedules agrrred upon by Contn3ctor and Subcflrttra~or. Any Mutually ~re~ upon adjustment to the st~tsdules 6y Contracrtor and Subc~retdor shell be met by Subr~rrtrlacfor. U~ated schedules, as r+squrested by Gontra~Or, shall be provided by Subcon6~rdor. Tire pnetiminary solledule is slbached hemrto and hereby Qtoorpora~d ~ a part of this Agreement. In the event that work i9 atoppt~ct fiar reasons beyond the oanb'ol oP subcontractor, ~bor ahaA notify Co~ector to wrung witfiht tan days of the date of the wank s~pp8ga. upon revieuv by Contrmctors repntpentstive, the end date of fhe scFteduk shall be extended by a number of days equal tp the number of lost working days. The start date for the Wilt shall be the date upon whidt the County of Eagle shall have issued a grading permit and the parties shall have attended the preaonstrudion meeting, es required by th>9 County of Cagle. CONSTRUCTION ENTRANCE AND EXIT Access tp the project FS M>fted to ate entrance for all Subeontractors_ [t is nfanatalory tFmt all Sub~h~~rg, their employees a11d 8uppGers enter and eaft by the Camton ~ as deeiglt~ti. Ma>amtml apt>aed Milts on eli'unpaved cocas Sits~l be 16 In.p. h., subject m a 5100.00 fate per arxumen~ Imposed by COrttr~ers repre~errtative( Wa 9}ake thl7; isst,w+ very seriatlsly, it ba understoool by you and your empk>ye~ ). Persistent fattura to comply with these rules w71 cortstihtte defaulk on the part of ~ and may r8atilt in ~ of tlr~ oort6acl JOS SiTE SECURITY: Subconttmt~or shall take pttacatrtionary measures to project fts labor, malarial and equipment placed on the project sife. In case of acddent, theft, maGciout3 mltrchief, vandalism, etc., Subcorrtractvr shall hold Cortdra~or harmless. In the event Subcarttrador choo>sas to place after hours security on the site, Subcorttret~or shell notify CaMractor in writing of t'js intent to do so, which nvftoe shaD identify all pardias wtw are atrtt-orized by 3ubeotltractdr to be pn~sertt at the site dtuirtg non-working hours. NO ALCOHOLtG BE1/ERAPaF..8 OR DRUC~~ t'~ CONSTRUCTION SITE; Contrst~or tr+riil not allow etrry aloohoi~ drinla or drugs on the n sfte at arty tune. This indudealunar tirrm orniter-work hours or ho1rdays err weelcertds. The Corr resen-es the rlgttd to r~uest Subconbr~cfOr toterminate any pBrsort found drinking or utt~the influence of en intoxic~tirtg 6~rt>etanc9 on the c~lion ~ iPthis i~egtrest is not ertPort;sted try the 3ubmnb, Subeatdadar shag be deemed fJO be In default, and Contrar~Or, et ~ disaejion, shall have the rigid to tslmu-aj+e this oorlaact mod. TRASH ANp CONSTRUCTION D®RIS: All otutatrutdten trash and debris is to be placed in fresh bins at the end of each day. AD acarrnt~ed trash must be r>amoved from the jobstie y Frkiay.~ OSHA OCCUPATIONAL SAFEiYAND HEALTH ORDERS: Ati employers must complywM OSHA C?ooupafiiarral Safely and Health Orders. Subtaortbacbor !s m have Otte iiticwing progr>rlms es they apply ito its operation. VYrftten Injury & IQness Prevention Program Wrttt®n Hazardous Commtmtcatlcns Program Thes® programs must be in platria on the job spa wherever 5uts~ntrat,~or's employees are working. The written programs are required to be in place prior to the cromrrtsncement of the Work Ftutltter, Sutraontractior Is rt~uired to hav®all oontainera on the jcb site labeled and a Ctst of d~emicel substances use in their partitsular daily opera#on, available for review. This Itst must be accompanied by a Material Safety Gads Sheet (MSD$) for each chemical 1'wted and displayed in an area designated SiiSCON7RACTOR: CONTRACTOR t4lerdor Corrstruaerm, Irrc ~ ~Y ~~ 1.ha~d L~iy 9 PA4o'~ 70 OF 8~ iuwiimiiuniAiuiuniiiuuii 820469 Page: 21 of 39 01/16/2003 12:4 R 0.00 D 0.@0 suscaNTRncrorr COAAPANY: Meidor Constnictian Inc ADDFR:S3: BSBl30 Co. Rd. 336 GTY: Nea* Castl®, CO 6i847 ATTENTION_ eo Simon TITLE: Project Marmger PHONE: (970) ~4-2515 FAX: (8T0) 984-26?2 LICENSE ~: n!a VENDOR ~: ~ventlorNo~ EMPLOYEft Id: ~mployeriQa TRADE: sae devaWpmaM PROJECT ~ Harry Creek Ptmse 7 CATE60RY~c aCatsgoryNos by ContractoNs representative. Subao and danger associated with paSaible eu respanslbUfty to conduct "tailgate° safe'. documentation of such meetings availl? No Subcontractor or their employees s while on the job site. It is the responsi) Its employees obey all applicable Its employees are disdpMed for Its employees are trained in safe ~.- coNrnaaroR: COMPANY: ~ Creek umtted (.tabiuty Compmy `" ADDRI:~ 401 Paeeo de Paralte CITY: 9sn}6 Fe. NAA. 87601 ATTENTION: GuistopherM. Nevis TITLE aerlicr 1liC® Ptasident, Oper6tiolts PHONE: 82¢1818 FAX 6 820-1999 PROJECT: Berry Creek Phase 1 &itev~rk ADORE83: Muter Ranch Road CITY: EdvYarde. CO 81832 rotor is responsible for rtotifying its employees of the risks Dears to these chemicals. It is also Subcontractor's meetings every seven (~ to ten (10) working days and have e upon request ill set In an unsafe manner or ~mmit violations of safety laws iy of the Subcontractor to ensure that rulesllaws and abide by ~s safely programs ens acrd unsafe behavior. prac~tlces. Safety ha~rda to whid•t empioye~ are eocpased are r>amoved promptly from the work site. It oversees the behavior of your a ployees. it maintains affil necessary docauner}tation in compliaant~ witlt appl"~cabPe safety guldelinesik~ws, h provides all necessary ~fety pment and materials to its employees. Contractor reserves the right to pert inspect Fords and documentaflon and requus Suboontrec6or's cooperation th ensure the above requirements are met, Falure to follow the above noted requiremartts may lead to th canaellatlort of the contract Contractor is not responsible for any sa ty hazard, unsafe behavior or violations to which Subcontractor/s employes are exposed or have committed as a result of Suloconbraetor'B negGgencs. It is understood rby bath Conigctor and bcantrador that additlonai safety features may be r~ubed by law during the course of this contract ntractor agrees to include all pr~gent and flitrire state and(ar federally mandated saf~(y featwes ws be rt~{r1lrrd at no addWonal oust th the Contrerxor. TRAFFIC CONTROL• SubCOntractar sh I be solely r~pormible for the safe control of traffic while trenches are open or heavy equipment i in operation during aU phases of the Work Traffic control includes, but is not limited to, the place ant of adequate barriers and warning signs in the vicini>Sr of open trenches and heavy equipment nging to Subcontractor, its employees, subrArrtrr3lctors. suppliers, etc.. During any canstruCti activity in the vicinity of the e~dstirtg bike Dail to the mouth of the property if shag be subexintraot0l's ponsbill~r to rrrair9tein in•p[ace sutfldent warning signs and tr~afflc cvrrtrol measures, to the satlsfac~l n of the County of Eagle. UNDERGROUND tJl"I~i,TIES: Subco or is responsible for the coordination efforts far locating and protetding from darns®e any satiating un erground faalities. All eosth of repair to faaifities resulting from Subcontractor's operations wr11 be a sole respor9sibility of the Subcontractor, provided that utilities were properly marked. CONSTRUCTION WATER: Construrtio water shall be provided by Subcontractor. at Subcontractor's sole expense. Subco r will supply all necessary equipment and labor to haul and apply water in quantitiaes adequate f r the proper execution of the Work 3ubconb actor shalt provide its own pumps and stand tank >f squired. If construction water is not readily available, it will be considered an extra to the contrat~. AIR QUALITY: During the course of the -,IVork, 5uboontractorwlll comply with ell local and regional SUBCONTRACTOR: CONTRACTOR nAeltror Construatloq, Ina Bent Creek limited tJabtltty Company RATE / WiT1ALS ~ DATE ~° a~ INRiALS PAGE 11 OF 2822 G`YgyDowanmri2 poJeaelBerry I IIYIRIVIIIwYN~IIVV~NNIIIIR~,flINl,B-°n~~.• • i. SUBCANTRACTOR jp COMPANY: Heider ConstntCtton Inc ADDRF~s: 85Sb0 Co. Rd. 339 G31'Y: New Castle, Cp 81847 ATTEN170N: Ho t3iraM TITLE Pmject Manager PMON~ (970) 81342816 FAX: (970) 884.2822 UCEN8E ~: Na VFNDOR41: eVendotNo» EMPLOYER ID: aEmployertba CONTRACTOR: COMPANY: Remy Creek UmiEad Uef~ly Campony f ADDRESS 401 Pasco d8 Pereira G11Y: 6ente Fe, N0~ 875D1 ATTENT101~ Christopher M. NeYins TITLE Senior Vloe Preslderd, Operattorre PHONE (~ 8'10.1818 FAX: (505) 8201979 TRADE Site development PROJECT: Heny Creels Phase 18@ewoAc PROJI=CT 1P: Harry Creak Phase 1 ADDRE6S: M91ar Rends Road CATEGORY: a:CategoryPloa CITY: Edwards, ~ 8183'1 GoNTACT' Rdc Stephenson (870) 848.7440 (rhoblle) nequirementh and ordinances for corrtrolling fugitive dust from the project, iriduding, but not limited to, adequately watering all open excavation areas and stodcplles to the reasonable satisFaction of the appropriate authorities and Contractor. Subcontractor sha0 be responsible for ar3yJaU fines assoaated with its failure to properly mitigate airbama dust as it relates io Subcontracor's Work and nesponsibilttfes. M/ ' R QU LI :Subcontractor shall be solely responsible for filing of and compQance with the appropriate State of Colorado permit for Stormwater Dstcharge and associated Stormwater Management Plan. The tee for the permit shall be at the expense of Contractor. Subcontractor shall be responsible for anylall fines associated with its far7ure to properly comply rovltt3 the permit and plan requirements as relates to Subcontractor's Work and respor~bitities. EROSION CONTROL: During the Course of th@ Work, Subcontractor will comply with all local and regional requbements and ardtnanr~s for erosion Control, Inducting, but not limited to, installing and maintaining the devices identified on the erosion control plan for the project These devices Include, but are not limited to, silt and snow fendng, straw bale checkdams and other devices. It shall fie the responsibility of Subcontractor to Install these devl(xs as soon as practical following each phase of the Wank. Subcontractor shall be responsible for any/all fines ass~iated with its failure to ProP~Y control erosion of the onsite safis as it relates to Subcontractors Work and responsibiClties. CHANGE ORDERSlPUR~kI(~.S~Oj~fERS: Under no dreumstanc;es will the Contractor pay for extra work without signed and approved Prlrch~e Order from the Contractor prior to initlatlon of work Contractor will provide at•all times a representative that is attthariz~i to sign additional work authorizations. Extended delays that halt production for a period in excess of 48 hours caused by the untimely issuance of an additional work authorization w111 be considered extra to the contract PERMITS: Subcontractor shall bs responsible to obtain and keep current all n~essaiy permits and licenses prior to the commencement bf his work, except that Contractor will be responsible for all expenses and permits associated with this specific project. SURVEYfNG: Sutxrontractor will supply survey staking adequate for the perlormanoe of the Work. Subcontractor shall take reasonable care to ensure that the staking Is probeded during the course of the Work. Any additional staking requested by the Subcontractor sha0 beat Subcontractor's expense. At the completion of the grading Work, and as a conditlon to the release of any performance bond for that work, a Colorado Gcensecl surveyor shall have issued a certiflcatlon that the line and grade of the finished grading Wortc [s substanfia0y in corrbrmance with the plans_ At the completicn of the utility phase of the Work, and as a condition to the release of any pertommnce bond for that work, a Colorado licensed sunreycr shaA have issued a certification that the arcs and grade of the finished sewer, as-built plans shall hav® been prepared and approv~i by the approprtate agency and, where appllcabl®. the Work shall have been inspected and accepted by said agency. TE3TIN0 AND INSPECTION: SuhCOntradar shall be responsible for scheduling all required soils and miaterials inspections rselated to all phases of the Work. It it is determined that Insufficient inspections were made during the Course of the Work, Subcontractor shall be solely responsible for any additional work required to provide access for t@sting to confirm that that work compAes with the requirements of the r®spective agencies having jurisdiction, as specified above. Contractor will supply, at Contractor's expense, a0 ®ngineoring acid testing, except that re-testing of felled testa•shalf be at Subcontractor's expanse. . SUBGONTRF-CTOR: C9N7'RACTOR AAetdar Con~ructian, Inc. Bent Creek ~~ ~itY G°On°~y / ppTE /i~OZ INITIALS /~ DATE ~b/~°Z" iN3TIALS PAt3E 12 OP 2~ ~ao~ D~P1t3~rn ~! S2~4fJ~ Page: 23 of 39 01/16/2003 12:4 Teak Simonton Eagle, CO 89 R 0.0@ D 0.00 9U13t~DN'i'IZACTOR: COMPANY: Meldor Canstruation InC ADDRE66: SSSi30 Go. Rd. 338 CITY: Nehru Castle; CO 81847 ATTEN'nCN: l3o Simon TITLE Proje~ mlanager PMbNE (970) 884 2515 FAX: (870) 8t3A-2522 LICENSE ~: Na VENDOR ~: eVendorNoy EMPLOYER 10: aEmplaYerlDe .:. coNTRACTOt~ • . COMPANY: 9ertry (~ek Umited L~b~ Company "' ADDRE8S: 401 Paseo d® PBralla CITY: 6enta Fe, NM. 87501 ATrt^NTION: Ctuistopher M. N~rins TITLE: Senior Vida P~idant, Qper~tons PHONE: (80~ 820-1818 FAX: (50~ 820.7919 TRADE: Bite development PROJECT Berry Cheek Pfu3ae 1 Gitework PROJECT: Berry Creek PhasB 1 ADDRESS: Miner Ranch Reed CAT'EGORY#: BorYN~ CITY: Edweride, CO 81832 CONTACT. IOck Steahenson (97tH 84&7440 (mobile) JURISOICTIONI~L AGENCY INSPECTION AND ACCEPTg,R1CE: tt shall bs the sole responsibility of Subcontractor to schedule inspectlans and obtain apprCVal by all appropriate governmental and quasi- govemmental agencies having juttsdicclion over arty and all portions of the Work. These ageneles include, but are not limited to, the CoUniy of Eagle. the Town of Vall, the Eagle River Water and Sanitation District, Holy Cross Energy, ICmder-Morgan C3as, Company, AT&T Cable N Company and CenturyTel Telephone Company. ,OPERF012MANCE BONDS: Any performance bonds held by Contractorwill be held until the appropriate agency shall have accepted the improvements and approves any and all as-built documents or CettiflCadons including; but not Umit~ to, the as-built drawings, pressure test results or Chlorination test results. Upon such aooeptance, Subcontractor Shall be responsible for the posting, (f required, with th® agency having jurisdiction, a ~malntenance bond for a period as may be required by that agency ,~ 3~OGRESSJSAFETY MEETINGS: Contractor's R®pn~entatives shall conduct weeldy Constrtictlon- in-Progress meetings on Bite at the adminlshation ofRces. Subcontractor and all of his subcontractors, or their representatives, shall attend these meetings. The purpose of th~ meetings is to maintain coordlnatIon of the Work among all the Subcontractors conducting their duties on the sits, to discuss current progress, discuss changes in ~tteduling and resolve problems which may arise. These meetings are op0n to aftendanoe by any agency or utility company repne3entativa having jurisdiction over the current phase of the Work. ' V1~N'tER CONDITIONS: It is the intent of bath Subcontractor and Contractor to continue the Work without pause through the winter season. How®ver, all days in whictr adverse weather condiUoris exist that would be a detriment to the qualify of the work performed or create a hazanious environment, Subcontractor shall notify Contractor, and shall have the right to ease work without penalty until such time as the ground thews at depths below three feet or the snow melts to a depth of Isss than four feet Contractor may, with mutual agreement with Subwntractor, elect to cor>l3nue with the Work, with the understanding that additional expanse will ba incurred by thawing the ground or removing snow, and that such addtilorial expenses wUl be rmnsldered a change to the Contract SUBCONTRACTOR CONTRACTOR ,, / N®idor Construction, Inc. BErrY Cheek tJ/m[ted Lr~blary 4/ DATE INITIAL DATE ~'' L fsr, WTTULLS pA[aE 13 OF a83i ~I~~I~~~~I~~~~IIRIII~II w20~69~.: suecoNra~ACroR: COMPANY: Meldor Can~natlion Ino ADD1iE98: 65850 Co. Rd. 336 CnY: haw Castle, CO 81897 ATTENTION: BO Simon TITLE: Protect Manager PHONE (970) 984-2616 FAX (970) 884-2622 ucENSU ~: nra vaNDOR ~: sVarMorNos EMPLOYER ID: ~EmPloyerlDs coNrRlICTOR: .~ COMPANY: Bemrli Creek Limned Lbabiaty Cnmpatry ADDfiE89: 401 Paseo tra Pa-eRe CITY: S9rlta Fe, NM. 87601 ATTEN710N: ChdstopherM. Ngvins TITLE Senior Vice President, Opersdm+.a PHONE 82x1818 FAX 820-1919 TRADE: Sfte davelopmerd PROJECT: Berry Ci+BSk Phase 1 Sfteworlt PRW EGT #. Berry Greek Phase 1 ADDRE88: MiIIsr Ranch Road GATEGORY#: ciCatagoryNoa GIl'Y: Edrvercls, CO 81632 CONTACT Rids Stephenson (9701848.7440 (mobIIel SCOPE OF iNOlii~,~[1R SITE INFI2AS'yRUCTtJRE It~PROdEMENT3 Subcontractor shall provide all labor, material, supervision and equlpmtalnt necessary to complete the Work described below at the Berry Creek Affordable Housing Project {Tract D of the Berry Creek 58i filing) in accordance with the plans and speafi(~tions referenced Mawr and hereby incorporated into this Agreement. All work shall be performed in strict atxArdance with ell govemmerltei and quasi- governmental agencies having jurisdiction, all OSHA rtsquirements, ell plans, speafic~tioris, and instructions hereby given or referenced and to the complete satisf~on of Contractor. PLANS AND SPECIFICATIONS: • 1. The Drawings prepared by DLD•Enginesring Inc., P.O. Box 1339, Edwards, CO 81632, Titled °Bstry Creek Flnal Improvement Drawings Phew 9', dated 7l29lD2, and revised on 8/80/02 or earlier. 2. Colorado State Department of Transpor~tion Standard Spedflcaltlons for Road end Bridge Construction 9889The Colorado Department of Transportation M & S Standards, 2000 3. American Society of Testing and Materials Manual, current ed~ion 4. American Assodation of State Highway Transporhation Officials Standards 5. Eagle River Water and Sanitation District Standard Specifications for Sewer Ones, latest edfilon 8. Eagle River Water and Sanltetion District Standard Spetsfications for Water Lines, latest edition 7. Manual of Uniform Traffic Control Devieas, latest edition 8. Geott3chnical F-nginesring StucJy dathd April 30, 2002 and revi8ed by a supplement dated May 23, 2002 by HP Geotech, Job•NUmber 102-168. The Work shall indude, but is not funned to the following: ~~ECj~ c~~oNS FoR Rd~I~QH royERLOTI QRADIN® Sub~ntractbr shall perform the site gnad'mg as dap""rcted in the Plans or as described below. sites ceearinr and Grubbinn antt Topsoil StrigglnA: Subcontractor will strip a!! engineered cut and fill areas before grading operations txlmmencs. Soils engineer will detemliRe whether areas require addltlonal work (scerify+ing) before fill operations commence. Subcontractor shall st~rtry and rre- compactany anus as determined by the soAs engineer as part of this work All debris, induding stumps, generated during clearing and grubbing shall be be hauiegi offsiite to an approved location at Sub~ntracbors expens®. Topsoil material generated during this operation shall be placed in a location to be approved by Contractor for future redistributi3n in Eton-structural fill ar~oas to be • determined and approved by Contractor or as otherwise specified herein. rrad'inalPrr3ase Gradincr Operations: Subcontractor will grads all streets from property line to property line, atone level grad®, which grade shall be at a subgrade elevaBon to be determined by Subcontractor. in order to obthin the final balance of the street fight-o~wey after the tnstellatinn of utilities within the project, in acxordanoe3 with the plans. BuUding pad areas designed far slab-on- grade construction, inGuding house pads and garage pads, shag be graded to within ate thnth of orte I IIu I~I~41~ llu~~aI~u Y~ 820~69a« sUi3CONTRACTQti: ! __-, COMPANY: Meklor Construction Inc ADDRESS: 86860 Co. Rd. 335 Cn'Y: New CesGe, CO 81847 a'rreNnoN: 90 9imm~ TITLE: Project Manager PHONE: (970) 86q-2515 FAX: (870) g84-2622 LICENBEdk n/a VENDORi: al/endarNoa HNPLQYER IQ~ aPmployerlDm coNTRACraa COMPANY: Berry Creek Limited lenity Company -. ADDRE8FT: 401 Pae®o de Perelte CI1Y: same Fe, NM. 87501 arrEnmoN: Gtct3to M. Nevins TITLE: senior Vtcs P~ald~t, opara0oru~ PHONE: 8201818 FAX ~ 8201919 TRADE 8de develo R~ PROJECT: SAY Creek Ptm9e 9 Sicewrmk PROJECT 8: Borry Creek Phase 1 ADDRE89: Idler Renah Road CJITEGORYIts: aCatagoryNoe CnY: Ed~rards, CO 8183'1 CONTACT RICk 8tephe.~.son (8701848-7940 (mobge) foot of design subgrad®, es determined by th®finished floor elevation on the puns and the Geotechnical Engineer's recommendations, then redtopped, dressed, end compacted in accordance with the recommendations of said taeatetthnical•Engineerend to the satisfaction of Contractor. Where slab-on-grade construction is not entcipated forth®dwelling unl~, the tot shall be graded to drain from a high point approximately thirty wit behind the aldewalk, at a slope of 2 percent to the higher of the rear or front property lines, and et a slope to be determined by the elevation of the adjacent right ofi way at the lower of the front or rear property lines. All fwDding areas end tights-of-way shall be compacted to rd miNmum 86% compaction, with sufficient water, to satisfy the n~uirements of the Geotechnical l=ngineer. AU other areas of the site shaD be compacted to a minimum density of 80%. Slopes shall not exceed a ratio of 3-9:(horizontal to vertices end shall be properly dressed and eompaded. All drainage basins and struc~res, indud'mg temporary erosion control berms, shall be compacted in acxordance with the recommendations of the sobs,engineer. Phase 1 grading will incot~rate the following areas of the property: Street subgrade for the following (includes ell Inter~ctians and adjacent parkways): a. A street in its entdrety b_ B street from Miller Randy Road to E street C. C street from Miller Rartc~r Road to D street d. D skeet ( northerly east~llrest section, entire westerly north-south end southeriy east west section from west property boundary to A street) e. E street in its entirety f. F street in its entirety Overiot grading for the fallowing lots (inducting bullring finished pads for the mnshucUon of slab-on-grade garages, overlot grading far structures with raised floor systems to establish final drainage pettems, and excavation of basemerrtss fior the rowhouses, lots 65-75 and 136-1SO: a. 51 through 75, including parcels 2, 3 and 12 b. 128 through 150, including parcels 5 and 6 c. parcels 1,10, end ~ 1 Basements are to he excavated for the following lots a. 85 through 75 b. 136 through 150 Miller Ranch Road frontage from the westerly property boundary to C street • , The e~dsting berm to the south of the properly is considered in the overall balance of the entire project. Material will betaken from the stockpile as needed. It is anticipated that fife final grades far the bike path construction w171 be established during the grading of phase 2. A drainage Swale to the southwest of titre property will be,graded with phase 1 to complete the storm drainage facilities. Tiffs swale is shown on the plans for the park site prepared by Peak Land Consultenth and id®ntfied as °by othpr8°. A drainage swat®to the northwest of the property, es shown on the plans w1U be graded to complete the storm drainage facilities oc : Eadsting rock (if any) shall be Placed in engineered fills where possible and to the appn~wal of Soils Engineer, or, at Contractors sole option, stockpUed for use in the future instruction of the BUaCONTRACTOR: CONTRACTOR Meldor Construction, Inc. ~rrl/o~Creek Ldmrted 4ratrtlt~ Con~pan~ Y/ DATE //~~~ 1~ INITiALS - DATE ~aL INITIALS ~/ PAGE 18 OF 2e~ CTrs}+tl°wn7 RAY VIIIVIIII~IIIIII~ I~P~~~IA ~~~ 8"°.0 :69~.. Silatt~M(FtACr®R: CQMAANY: Helder Consuuc8on Irm ADORERS: 83650 Co. Rd. 393 CITY: New Castle, CO 81847 ATTENTION: eo Simon 7'IriE Project Manager PHONE (970) 984-2815 FAX: (870? 984.29?2 UCEN6E #: nla VINDOR ~: avendarNoH EMPLOYER ID: eEmpioyerir>v CQMPANY: Be~rBr Creak Limited i~Y~PanY ADDR6t:S: 401 Paseo de Parana Cl1Y: Bards Fe. NM. 87801 ATTENTION: ChdstoPirerM. Nevins TITLE: Senior Vice President, OperaSons PHONE: (50~ 8x0.1818 FAX (SOb) 820-1919 TRADE: Spa development PROJECT: Bevy Creek Plmse 1 6ltetvarlc PROJECT ~: 6erty Cfaek Phase 1 ADORERS: tYUll~ Rarlcri Road GATEC30RY~: xCatagoryNom CITY: Ed-Yatds, CO 81832 ' CONTACT f8dt 6`tepherlson (97Q) 84rr7440 (motiner properly. The Agreement includes the handling and dispot~l of 811 rock, provided that any on®rock does not exceed approximately one cubic yard in volume. tr is not aMidpated that rock wll be encountered in excess of one cubic yard in size. In the event rocks larger then one cubic yard are encountered, the handling and disposal.af that material shall be considered a change t0 the C~'1traCfi, and Corl~ctor and Subcontractor shall negotiate a price 1br that Work at ~t time. Ret-im n II : iWA l9asement~Fxr~vation: BasemelT~ to be excavated as part cf ti1e Work shall be sufficiently aver- excavated toaccommodatethe subgradematerial as specified For the lots where lasement excavation (s induded, a sufficient quantity of material suitable for baddiU of the proposed basement walls will be stockpiled at a ioc~tion fie be determined by Conbador import and exoart 14 is ar-tidpated that the overall site will balance, and importing or exporting of soil is therefore excluded from this Contract. The trerm at the south of,the property [s oonsldertsd in the overall earthwork quantity and the removal an+d placement in the project of this material is induded as part of the Work, only to the exf®nt that it is required to balance the overall earthwork for phase I. Street Subarade: It shall be SubCOntractol"s sole responsibility to grade the rough 'Red Tope grade of the street subgrade at such grade that all excess spoils from utility installation w111 be accommodated within the street pay®ment area sa that ttte grid®wUl be correct for piacem®nt of base course and asphalt without requiring import or export of strudulal fill material. Any imbalance of subgrade in th® street right-of~lvay area shall be oomec~ed at the sole expense of Subrontn3ctor. SPECIFIC~iTiOt+OaS FAR SANI`rARY SEINER SY9TE19A: Subcontractor phall furnish and insta8 the sewer collection system as depicted in the Plans or as described below, Sanitary Sewr_er MaiNlnes: Subcontractor shall trench to the depth designated for the Sanitary Sewer System, lay the appropriate bedding materials, install the pipe from manhole location to manhole location and badcfill with material compacted as recommended by the Soils Enghteer, and approved by the Eagle River Water and Sanitation Disfilct (ERWSD), or appropriate jurisdictional agerroy. Service Laterals: Subc~ntracdor shell fruNsh and install in the maiNline newer all miscellaneous fittings as required by ERW3D. The oust of all fittings fe induded in the conirad unit price. Subcontnactor shalt furnish and install 4n PVC lateral sewer lutes from the mainline five feet (57 behind the rear Me of the dry utility easement, or flue feet (5~ behind future sidewalk, upped and marked, as approved by the Sanitation District at a minimum depot of 12 Inches Mow the dry trtillty trench. Manholes: Sub(~ntr8ctol- shall famish and install manholes as approved by the Sanitation District. The work shall include excavation, oon(xete base, pre-cast relntorced concrete saddened pipe, manhole steps, reducer cone, grade rings, and Iron cover with proper identfiemtion as specified and approved by ERWSD. Pressur® Testing and Viden Camera insaedion: Stl6oontrador shall pressure test all assemtNies upon completion of compacted backfiU and installation of manholes to sub~rade. The sewer system shall be dear of elf dirt and debris. Upon completion Of and passing the pressure tesffi, the se(~lon of the sewer will be considered completed for billing purses. voted F~ccess Soils: Subcontractor may have exca8s excavated son displaced by the placement of the pipe Subcontraactor shall baddill directly over the pipewith'/.° or smaller approved native so11 suscoNTiu-croR: coNTr~u:TOa Msidor ConstruriEiory Ire ~]- Creek urntted Liabi6fy Cornpany~ DATE /O~//02 INITIALS DATE ~ ~ /y °~'' INITIALS pJUiE 18 OF 28F3 GIASYOomoo~00PPo~Y INN:~I~~~INI~IAIUNI~,~BINIgN~II 820n,~9. Su13CONTtiACTOr~ i ~ ~ • ~ ~NT~~ a COMPANY: Meldor ConsWcnon Inc COaGPANY: _ Berry Creek LlmGed Uabipty Compa t ADDRE3~ 68860 Co. Rd 335 m CnY: ATTI:NI'ION: Naror Castle, CD 81897 Bo Simon ADDRE98: 401 PeBeo de PereHa TITLE Project Manager G7Y: BBNe Fe, NM. 87ti01 PHONE: (970j 984-2515 ATTENi'(ON: Christopher M. NsvL~s FAX: (970) 984-222 TITLE: 8enivf Yr,O President Operetions LICEId9E#: Ng , VENDOR: aVendorNos PHONE: (509)82Q-9818 t81@PLOYER Ilx eEmptoyerl0s FAX: (SOB) 820-1919 TRADE Site deveiopmerrt PROJECT: ~nl/ Creek Phase 9 Suguvoet PROJECT ~: Fierry Creek Phase 1 pDDREBg BADI~ Rartoh Road CATEGORY: a0a3t$oryNor- CITY: EdweN®. CQ 81g2 CONTACT I~dc Steaheraon (97018487440 (mobge) in accordance with the requir~emerrts of ERWSD, and tmmparx and spread the eua>sss soil evenly within the street area. Locate Manholes: Imm~iately upon completion of curb and gutter installation by others, and prior to placement of asphalt pavement, Subcontractor shall locate all manholes and clearly identify those locations by marking the curbs or gutters with marking pa1M. Additionally, Subcontracor shall Identify the location of each 4° lateral sew®r line at the curb with an approved symbol such as an °S° chided or stamped into the curb, as approved by ERWSD. Manholes Ad(usted to Grade: Subcontractor to ensure that all manhole ring adjustments are completed- A~Byilt DC~gs and Videa- Taoa: Subcontractor shall provide Contractor a comp!®te sat of reproduable as-built drawings of the compiet~l sewer system. These drawings shall be in a form approved by ERWSD and Contrattol's Civti Engineers. Subcontractor shall provide to ERWSD, at Subcontractors expense, video c~rnera Inspection records of the sewer system and copy shall b8 prpvided to Conntrador upon request It shall be 3uboorlfiactors sole resportslblgty to deliver these drawings and tapes to Contractor `s Engineer, ERWSD, or other designated agent Retainaae: Any amours retained by Contrector wll be retained until the appropriate agengr sha0 have atxepted the sewer improvementh and approved any and aA as-built documents or cettffit~ons including, but not limited to, the as-built drawings, engineer's certificate of completion, pressure test results or camera car6lfications. 3PEGIP'ICATIONS POR STORM SEWER Suboontractorishall famish and install the stormwater co[lectfon system as depicted in the Plans or as described below. Storm Sewer Lines: Subcontractor obeli trench to the depth.d~lgnatad for the Storm S®wer System, lay the appropriate bedding sand, insta0 the pipe from structure lar,~tton to structure lorsttion and back611 with material compacted as recommended by the Soda Engineer, end approved by the appropriate jurisdictional agency. Manholes and Drop Inlets: Subcontractor shall famish and install manholes as shown on the Plans and approved by the appropriate juris~idional a8ettcy. The work shag include exr~vation, conc~te bases, pre-test reinforced concrete sectioned pipe, manhol®steps, n3duoer crone, grade dngs,.and iron cover with proper identifit~tion es spedfiied end approved by the appropriate jurisdlrtiortal agency. Curb and Valley inlets shall be canstruct~i as part of the Concrete Work below. Exravatsd Excess Solis: Subcontractor may have excess excavated sail displaced by the placement of the pipe. Subcontractor shaA backtill directly over the pipe with 9/4 or smaller approved r>atiive soil. in scxordance with the requirements of ERWSD. and compact and spread the ext~ss soli evenly within the street area. Locate Manholes: Immediately upon Completion of crab and goiter installation by others, and prior to placement of asphalt pavement, Subcontractor shall locale all manholes and dearly identify those locations by marking the curbs or gutters with meriting paint Manholes Adusted to Grade: Subcontractor to ensure that all manhole ring adjtrstrnants ar+e completed. SURCQNTRACTQR: CONTRACTOR etetdor Corrstruattoty Inc. Berry Creak UmiJted uatmty Company DATE 0 1 INITIALS c DATE ~ o/fro ~ INI7'IA1.3 PAGE 17 OF 2Ir~ aY+b~nrm~actalta01~rojaomlBmry mmo-aate 820469 Page: 28 of 39 01!16/2003 12:49 Teak Simonton Eagle, CO 89 R 0.00 D 0.00 i suecoNTw-c'rog; ~ ~ conrcR~crora;:: COMPANY: Meldor Consrn~tion Inc CanAPANY: Bertty Creels Limited LlabDity Company ~- ADDRE$8: 8b8b0 CO. Rel. 335 CITY: New CasHe, CO 81847 ADDRESS: 401 P®880 d9 PeraNa ATTENTION: Bo Simon ~ CnY: Banta Fe, NM. 87801 TITLE: Pro)eat tlAargger PHONE (970) 884.25((5 ATTENTION: ChrlabopharWl. Nseina FAX: (970) 9842522 TITIfi: SeniorVlCe Pts~dertR Opmaflona LICENSE #: We ~ VENDUR #: aVertdorN~ai PHONE: (808) 820-1818 EAAPLOYBR ID: aEmplayermn FAX: (808) 820.1819 TRADE Site development PRQJECT: Bony Creek Phase 7 Sitework PROJECTd:: Bevy Creak Pi~98e 7 ADDRESS: eRller Rertch Road CATEGORY: cCetegorYNoH ~ CITY: Edwards, CD 6183 CONTACT: Rick Stephenson (970) 848-7440 imohAe) to Contractor upon req ~ est. It shall be Subcontractor's sole responsibility to delhrer these drawings and reports t0 Contractor `s Engineer, 'HRWSD, or other designated agent. Valves usted to C3ra'de: The water system shall have the risers for valves protected and left below asphalt subgrade elevation at time of init181 InstaWation Subcontractor to ensure that all manhole ring adJustments are completed.. The price of final edjustmenle Is htcluded in Nte Contract amount SPECIFiCATiONS pOi~, CONCRETE WORK Sub~ntractor shall fumtsh and install all concrete work complete for taub and gutter, cross gutters and fillets, drop inlets, drainage rundowns, sidewalks and other cmncrefe work as depicted in flte Plans or as described ~ekmr. Form Work: The Contrec~or shall famish and install 811 tonne, stakes, braces, ties and other at~ssory materials as t~uired. (All form material shall be stripped and removed from Job site as soon as possible after placement of ~ncrete. Sub-Grade Preoaratlor~: All site work shall ire plec:ed over water c;ompaeted native flU in accordance with the recommendations ofthe Geotechnlczil Engineer and the Plans end Specifications referenced herein. Subcontractor ~ttatl be responst~ble for final subgrade preparation. Granular FIfJGranular ill under concrete Shag be spread, graded and water compacted to glue a flat, uniform base for ooncxete work: Depth of ffil material shall be in.aCCardBnCe with plans, spt3clflcations and applicable building! codes, and the recommendations of the Geotedutical Engineer. Testing: Subcontractor; shall be responsible for schedupng testing for adequate compaction of ail subgrade areas within the pubitc rights-0~way and testing of materials used in the Work Payment for passing tests will tie the responsibility of Conttadar. Subcontractor shag pay for retesting of enY failed tests or for the replacement of any areas Where the materials were found to be inadequate. In the event Subcontractor fails to schedule adequate testing of either subgrede densities or materials used in the Work, Subcontractor shall, at Subcontractor's sole cost, provide adequate oor®tests or other tests as may be reaso>)ably acceptable to the appropriate inspect[on agency, to obtain their acceptance of the Wont. Concrete Material: Unless specdfied otherwise, all concrete shall be Type V cement, or as approved by the Geotechnical Engineer, mechtne mixed par approved designed mix In conformance with the recommendations in th~B Cogs Geotechnical Engineer's recommendations and the . . speafications referenced herein. Conuete materials shall conform to the standards referenced herein. Ready-mbced over 90 minutes old from the ~toh plant shall be deemed unsuitable for use for ell concrete rk and shall be rtettrmed back to plant for disposal at no expense to the Gontn3ctor. Water ad ed to design rrrbc in the field shall be in fire (S) gapon increments npt to exceed the maximum allowabl water quantity or weight in the designed mix. Under no clrcun>,stanws shall water addition caused gn mbc to exceed maramum eUl,W~9ble slump as desalted in the speciflcetlons. At Cor~ator's Representative's dtsCretion, re required compressive strength is not met at 28 days or in accordance with addlflonal criteria established in the speclflcations, any defeo6ve concrete shoo i~ remo~ed and replaced at Subcontractors expense. Concrete Inatagation: ubcontractor shall place and firilsh concrete as per plans and material spedficatians, and, if r~quired, mechanicaQy vibrate (fie minimize honeycomb effect), edg®, and float all concrete work. Unlea. s spedfied othennrise, the finish shall be with a light hair broom. Outside air 8uecoNTRACroR ~ tNeldor Constructiati rn~ PAGE 19 OF 2823 ii~ir~iiihinuiwiiii~u coNTaacroR Berg Cm~k Llrmlted 6Pa6I1tLY G~1~Y DATE ~ °~''/L' WITIALS Q/_ c.~e oar p~tie~y I ~IIVIIII~VIII ~204~9 Page: 29 of 39 01/16/2003 12:49 D 0.00 8UBCONTRACTOR: ~ CONTRACTOR: • COMPANY: Helder Constt4dion Inc "' COMPANY: ®enry G1~k IJrnfted Liab9ily Campeiry ADDRESS: 65650 Co. Rd. 39b CiTY: New C2atle, CO 89847 ADDRESS: 401 Peaeo de Paraite ATTENTION: Bo Simon GrfY: S9rna Fe, NM. 87501 TITLE: Prayed Mnrregar PHONE: (870) 964.2515 ATTENTION Clui~oPherM. Nevine FAX: (970) 964-26?2 7Ri.E SeNor Vka P~aetden#, Operatiorr~ L1CEN8E #: Ne VENDOR>~: eVendotNoa PHONE 920.1818 EMPLOYER IC aEmployedDs FAX: ( 820-1879 TRADE: 8He d®velopment PROJECT: 8eny Creek Phase 1 8$ew~lc PROJECT ~: 8ariy Creak Phase 1 ADDRE9& MIDar RarW- Road CATEGORYd: aCstagoryNom CnY: Edwatds,C081932 CONTACT RtNc StaDhenson (8701846-7440 (motnlel temperature guidelines for pouring concrete shall be min 36F degrees and rising. Concnate will not be placid on gnwnd that has a temperature less than 32F degrees. Hot water may be used at the plant during the batch process to help maintain th® 60-degree tempen~ture prior to piacem®nt during cold months. Wet down all sub-gr&de materiai to prevent the rapid dissipation of water from the.concrete during applicable seasons or as directed by Contractor's, Repr~erfiative. During cold wither, th® use of calcium wi[I be not be allowed'for site work concrete. if outside tempenature at 4:00 p.m. is below ftee~ng, necessary pn3cautions will be made by Subcontredor to protect concrete from fr+eeaing. Blankets, plastic rand str~ are acceptable methods of protection. COnorete wh(cdt has cured improperly due to freezing tempbratures will he rejected by Contractors Representative and removed and replaced at Subcontractor's expense. Expansion and~leakened Plane Jalnts: Subcontractor shaA furnish and install asphalt impn3grlated expansion paper or other acxeptable expansion joints at irttenrals t4 be approved by the appropriate agency having jurisdiction. Curina Ccmpaund: Curing compounds shall be applied to all concrete work in accordance with the manufacturer's recommendations or at the direction of the Contractors Repn:ser>fative. P i • The Sub~ntrador may patch concret® surfaces i~or ac~ptabl® appearance of fmished surfaces, provided that aq patching is dome in aa~rdance with requiremert~ of the appropriate ~ggency having jurisdiction. Product Data: Upon remittance of Subcontractors proposal, the Subcontrac~w shall submit manufacturers teChNcal data for. Concrntp design mbc, in conformanoa with the recommendations ofthe Geotedtntcal Engineer. Admbfiires MSDS Curing compound , Upon acceptance by the project engineer, this data shag become a part of the Contract Agreement, Tolerances: All sidewalks and valley gutters must have drainage minimum of % inch per foot and a maximum of 12 inches in 10 feet. Standing water shall not be permitted exceeding 3/32 Inch on midewalka and valley gutters. Edging and tool jointing shall be located in accordance with platre w as specified by the Contractor's Representative Cracks up to 1/18 inch in exposed concrete Hoist be patched in a manner acxeptable to the agency having jurisdiction. Cracks exceeding 1/96 inch on exposed concrete shall be patched or replaoed at the discretion of Contactors Representative during the warranty period. Multiple cracking will be unarxeptable and rFquire removal and rE:placement at the Sutxxntractars expense. ~derior concrete slabs with broken comers w chips larger than 3'x3° must b® replaced, if deemed necessary by Contractor during the warranty period. If due to the Subcontractor's error. Subcontractor shag take a0 necessary prec~uflons to protect a0 flat work until hard enough for ssrvic~. Clean-un: Sutxronttactor shall immediately remove all fomts and accessory materials, surplus concrete from over--pour and breakouts, excess spoils and other material waste and debris resulting from his work from slabs and pads. Subcontractor shall direct concrete truck operaton3 to areas designated by the Contractor's Representatve for clean out of concrete tricks. $IPECIFICA77C?IY;3 FOR 3iHAL.t„®Ul- UTILl7'IES w SUBCONTRACTOR: CONiRACTOR Maldor Coristructton, Inc. ~~~" B@rrN Cry ~ UaJbi6ty ComAanY DATE !0/IfO~ INITIALS ~J DATES°~7i dL INRIALS PAGE20 OF 2~ 6'~~~~~' ~L~4v~ Page: 30 of 39 01/16!2003 12:49 Teak Simonton Eagle, CO 89 R 0.00 D 0.00 $UBCANTRACTOfL • ; OONTRACTO R COMPANY: , Maldor ConBtnrdion Ina COMPANY: eemy Creak Um(ted Liebiliiy Company `~ ADDR6S'3: 85850 Co. Rd. 338 CITY: New Casts®, CO 81847 ADDR~ 409 Pasco de Parstta ATTENTION: eo Simon CdTY: aerate l=e, IdM. 87509 TITLE: Project Manager ' PI901VE: (970) 984-2516 ATT'ENT7CN: Christopl~r M. Nevins FAK (870) 8842522 TITLE: santor V(ca Prasktent, Oparatlorrs I,IGENSE#: n/a VENDOR #: aVandorNo» PHONE: 8~-1818 EMPLOYER IR aEmptoymlDn FAX (b 820-1999 TRADE: ette devempmerrt PROJECT: Berty Crealt Plmse 1 Sllawark PROJECT 8: Berry Creek Phase 1 ADDRESS: iV4pet Rends Road CAT6QORY0: eCetagoryNar. CITY: F.dargrds, ~ 89832 mNTACT: Rick ~eahenson (970) 848-7440 (mol4te) As-Built Drawing: Subcontractor shall provide Contl~dor a complet® sat of reptnducible a~bullt drawings of the completed storm sevuer system. These drawings shall be In a form approved by the appropriate jurisdictional agency and Contrat~or's Civil Engineers. I# shall be Sttbcontrt3cfor's sole responsibility to deliver these drawings and other reasonabty requested materials to Contradar's Engineer or other designated agent. Retainane: Any amounts retained by Contractor will be retained untl~ the appropriate agency shall have accept®d the storm sewer improvements and approved any and all as-bulls documents or certfic~tions including, but not limited to, the as-bunt drawings and the Engineer's certiflt~te of completion. ' SPECIFICATIONS FOR ONi.^~ITE ~dATER D19TRUBt1TlOf~ SYSTEM Subcontractor shall furnish and install the water distrbuton system as depidr3d in the Plans or as descnbed below, and tp the sp~cdic~#ions and approval of ERWSD. Wrat®r Mein Svstem: Submntrat~or sttali install the water mainUn®at the depth designates in the approved construction drawings, with the appropriate bedding material (if required) as approved by ~WSD. Subcontractor shall bacidill th® pipe and achieve compacton to approved density. Coate Valves. Cross. Elbows. Tees._Blow-Ollie Thrust Blocky Subconfrac~or si>aU furnish and Install the water system with the required miscellaneous fittings and materials such as gate valves, crosses. elbows, tees blow offs and thrust blodts es approved by ERWSD. At time of initial Installation, all water valve cans and other Improvements with[n the suture pavement shall be adequately protected and left below the street subgrade °bluetop° elevation. Water Services: Subcontractor shall famish and install the required size lateral water services with approved trECer wire, ~ required, and COpe end risers during the time the water main is being installed. Water services will ba terminated appro>dmately Iwo feet behind the proposed back of curb at the curbstop, left above grade and marlaed with a brightly painted wood stake. (2'k4° minimum) or other acceptable marker: Subcontactor sh~U c:onfinti all 93irbStOp and service stub locations with Contractor's representativ® at the time of installation. Pressure Tasting and Choorinatina: Subcontractor shall pre~re test all assemblies upon tmmptetion and approval of baddiU and compaction of the main tr+ertch. The water system shall be completely flushed with dean water to remtive all soil and sediment and chlorinated at the prescribed parts per thousand gallons to acquire a favorable passing chemical best as required by ERWSD. The water distribution system shall be char of all dirt and debris. Upon completion of and passing the presattre and chlorination t®sts, the ssctiar+ of the water improvement will ba considered completed for billing purposes. Excavated F_YOess Soils:. Subcontr~tor may have excavated excess soil displaced by the placement of th® pipe and s9~led bedding or shad>ng material, iP regtured. The Subcorttr-actor shall back511 aver the pipe with approved native soU and compact and spread and compact the excess sop evenly over the s6r~t area to the satisfaction of the Geotechnical Engineer. AQ..R~ dit orswinns: Subcontractor shall provld® Contractor a completes set of reprodudble as-built drawings of the completed water system. These drawings shall be in a form approved by ERWSD and Contraeto~s CivU Engineers. Subcontractor shall provide to EVWSD, at Stibeontractor's expense, pressure test and bacteria testing n~cords of the water system arld a copy shall be provided SUBCONTRACTOR: CONTRACTOR ' Mellor Cotisbltclton, Inc. Berry Crept Limited L.labUtty ComP~Y INRIAi.S DaTE ~°%''~ wITtA~s DATE dJ~1~2,.. ---~~~-- PAGE 18 GF 287,E ~~°`~~0~ IVIWVIIIIIINIIIIIVIYIIIIIIIIVIIIIIIIIIIII ffi04~69v ~ suecoNTRACT OFC !. COMPANY: MeldorCanshuation Inc ADDRESS: 65650 Ca. Rd. 338 GTY: New Castle, CO 81847 ATTENTION: Ba Simon TITLE: Project ManeBet PHONE (970) 884-2818 FAX: (870) 884.2822 LICENSE ~: Na VENDOR: aVendorNon EMPLOYER IDs eEmployeriDe coNTaa~croR: coMPANY: ~ rraek um~ad uabmsy Campeny_~ AI]DREW: 401 Peseo de Pmelta Cll'Y: Ber-fe Fe, NM. 87b01 ATTEN710N: Christopher M. Nevins T[TLE: sensor Vice PresWera, Operaliorm PHOidE (888) 82P7818 FAX: (806) 8201918 TRADE: s'ti a development PROJECT: Sexy Creek Phase 7 &itework PROJECT #: Berry Creek Phase 1 ADDR~ Afvter Ranch Road CATEc3DRY~: aCateBoryNog GI'lY: Edwards, CO 81832 CONTACT Wdt $ta0henson (8701848.7440 (mows) Subcontractor shall furnish and install ail trending, conduit, structures, bedding, shading and other materials for the complete instaUatiort• of the shallow utilities as shown on the Plans and in accordance with the specifications, n3quirements of the appropriate agendas, including, but not lim(ted to, Holy Cross Energy, IGnder-Morgan Cis, f3ompany, ATiiiT Cable TV Company and CenturyTel Telephone Company. ~PSCIt=1CATlONS FOR pAVIIV~ Subcontractor shall famish and insta0 all asphaR paving work as depicted In the •Plans or as descait>~ed below. Site Conditions; Subcontractor shaA be responsible to prepare the site conditions priorto commencement of the work, Inducting the condition of the subgrade_ In the event the su~rade is not within +!- 0.1' of design subgrade grade or other site cAndifions are inadequate fortho p®rFormance of the work, it shag be th®responsibiiity of 5ubwntraGtvr to correct that condition priorto starting work. Subcontractor shall not be entitled to aiiditional compensation for extra grading ar hauling work Any and all field adJustmerrts to the plans shall be made only after approval by Contractor and axeptanre by the Engineer. Sub-Grade Preoaratian for Devine: Subcontractor shall blade the street areas after the installation of the sewer, water, and other phases of the Work to the desires grade for the placement of the required base material and Asphalt Paving. Sub grade shaA be rolled and compacted to the standards referenced herein and to the satisfaction of the fa~tednic;al Engineer. Ba ems,,, Course: Sut~contractor shall furnish, lay and compact base course as gndicafed on fhe approved plans in aocorcJance with the recommendations of the Geotechnicel F_rrgineer. L4sohalt Pavina: Subcontractor shall pmvlde hot asphaltic concrete delivered to the sly M dump trucks, deposited directly into the hopper of a crawler-type asphalE paver. The 3-inch and 4 inch asphalt shall each be laid in two (2) lifts over fhs r®quired base material Prior to placement of the second lift of asphalt paving, Subcontractor shall sweep dean the e~dsting pavement and apply a tack coat in acoordanOe with the spdCifi~tions heroin. Contractor shall schedule the laying of the second lift. Subcontractors pricing assumes paving will be done in two lifts, each with a separate mablOzafion. Subcontractor sha0 wheel ro11 the hot asphalt with a waliaz cooled asphalt steel wheel roller significant in size to work the material to a smith and ~rnpacted surface leaving no exposed aggregate ` pockets. Subcontractor shall take cars in blending the asphalt cold joints. • ~onstru~tion Damarre: Subcontractor shag take special Care not to damage Concrete curbs, gutters, sidewalks, sewer manhole covers and water valve boxes druing ~e execution of the scxape of work desCtib@d above. Any damage caused by the Subcontrad~or shall be repaired at the Subcontractors expense. END OE SCHEDULE °tAu SUBCONTRACTOR: CDNTRAC'rOR NialdOr CorrStrlrGtlo>n, roc, Bertl- Greek Llml Llabil[tp Compaany DATE Q2. INITIALS DATE ~° -/ -~ INITIALS `-'~" Paoez~ oFae~ auey~mms~or~2a~1~~Y YIIIINI~y~III9IIY~I~ 8~04~9='.. 9UBCONTtiACTOR: COMPANY: tyleldorConsVUaSon Ina ADDRE88: 85890 Co. Rd. 33b CITY: NeW Castle, CO 81847 ATtENTION: Ho Simon Tli'I-E Pro)eot Manager PHONE: (870) 984-~18 FAX: (970) 8B4-2522 LIGENBE ~: Na VENpOR #: sYendorNoa EIwPI.ovER ID: sEmployedl>~ ADGRBS3: 401 Pasco de Perelie Cl1Y: esr-fe Fa, NCtd. 87601 ATTEN71ON: Christopher tUL NertiT49 TITLE 8enlari~ice Pn~sident, Operations PHONE: (605) 510-1818 PAx (505),8ia0-1819 TRADE Bite development PROJFxI': Berry Creek Phase 1 Sit9wcdt PROJECTB: Heny Crack Phase 9 ADdRESS: tJ1IDerRondr Road CATEOORYS: aCatagoryNoD CITY: EdWetds,C.081832 CONTACT Rlalt b'taohenson (970) 848.7440 (mobge) SCHEDULE OF VigLUE.R AND PAYM17d7' SCHEDULE SCHI9LILE °B° 1. PAYMENT SCHEDULE: The Cordrac~or shell pay the Subcontractor one time per morph for ptogre&sive completed work approved by the Contractor's Rapresernattve fn scwrdance with the fouowing sdledul8: Subcontractor shat l prr3pare and submit an a' bsbr®the twentieth day of each morph, a draft payment appUcatiart by estlmatinD the work to be aompleted thrau8h the date of the end oFthat month. Cordrac~ar, Lender's representative, and any other party requiroed to review and approve the payment application shall meat with Subcon6acta~ at the jobsit®within on®weelc of they date of submittal of the draft PeymentAppgc~ton to review fife progress of the Work, and fo make and agree to arty and all adjuatmerde ntgtrired by ConVactor or its reprrsentatives for that month's PayrrrentApptirrrticn. 5ubrmntracborshall prompt(ymake all ad)us(meMe as agreed upondurt~ theonsifertieeting, and shall submit prior tothe last day of the month, theMal PayAppllcatIon to Canttactor. Contradarwl4 payagreed invQu o~icettwlu be~ch~rg~ on the ~y eppu~ ~dey oithe toRawing morph. Five percent of the total previous arty violation of this payment sohedul®. Five (6'~b) Retard(on will be paid 30 days after completion aril acoepbanc~ of each completed pll8se of work insteUad arxi app ved bythe County of Eagle inap~fion departmer~ and Coritraatora' Rept~Brrtstive. NoNuithatertdingihe~bove, shall have the right to receive payment for work in place, in accordance with the Contract Doaanertis, for ell work which is certified by a represeritertfve o1 the Civli t.ngUteer ~ betrlg in with the plans and speaT~or~ far said Work NOl'E: All invoit~s with the appropriate releases must ba mailed or delivered to the corporate office at 401 Pasco de PalaRe Santa Fe, Navy Mexico 87601 ATTENTION: Accounting. The corporate office will distritude mail intentally to each approP~ ~g~ or m+P~~ 2 UNIT PRICE GUARANTEE; The above unit prices shell apply to erry charrgs orders durir~ the wvtsa of the Project 3. PURCHASE ORDERS: Purohase orders ahap be paid thirty (30) days fmm date that work >g approved es oompl~ed, 4. SCHEDULE OF VALUF~ In aoraiid®ration of 1'uD perfom~enoe otvrak on Subcordlaator's park the Cor~rac9or a to pay to Submr~rthefollawfig opal progneasive aomple8on afwork 5. EXTRA WORK Under no drearmsmrrces v/i71 the Gorrtredor pay for extra vrorlc whhout signed and approved work tiokete prior fa irid'uation of work 3UBt,ONTRACTpR: CONTRACTOR Meldor Constructian~ ins. Berry Creek Llmi~d Liability Comperry~ DATE !O~/ dL w>TIALS DATE ~6 y ~ lNIT1AI.S~~yy ~ PAGE 22 aF 2~ Oree4lee+r4eatm~mkealdraW8~2~1~~Y SAP 66466 Page: 33 of 39 01/16/2003 12:49 Teak Simonton Eagle, CO B9 R 0.00 D 0.00 . i_ CoNTRACI'4R: ~ __ COMPANY: Henry Creek lhnite+d ~i/ Company SU9CONTRACTa1~ COMPANY: Mellor Construction Inc ADDRESS: BS8g0 Co. Rd. 335 CI'iY: New Castle, CO 81847 ATTEN'TIGN: Bo Simon TITLE: Pro]ect Manager PHONE: (970) 984-2818 FAX: (970) 884-2922 uCENSE ~: nre VENDOR 0: eVendorNo, EMPLOYER Or aEmploYSdDD • i CONTRACTaa COMPANY: Remy Creek Limited LieM'IIty CoritP~Y '~ ADDRESS; 401 PaSeo da Parana cmr santa Fs, NAN. 91W1 ATTENTION: Chrislapher M. Ntalkis TITLE: 881110r Vh;o Presider>R Opereti6na PHONE 50~ 820.1898 FAX ~50~ ffi0-1919 TRADE: srce developmera PROJECT: Berty f~lleelt Phase t Bltewotit PROJECT 8: Berry Creek Phase 1 ADDREBI3: M>Ilet RetwFi Road CATEC30RY4k. 4CetagoryND1- CITY: F-dwrerds, CO 8183'd CONTACT: ~OI(Btephan9on (970) 846.7440 (mab5e) O iac. 1AObilizetionlesneraleonditiona 1 L.B. ~ 528,210.00 928,21o.DD 6urvoyln0 1 L.B. ® 368,840.00 388,840.00 Banding 1 L.S. ~ 331,406.00 391,4a6.tl0 D reding Str(p end atoakpllo topsail 12144 C.Y. ~ 61.71 520,760.00 6f a4s earthwork (caB518, P=atl02s) 20023 C.Y_ ® 62.31 3ae,z71.0o Topsoil rvplaoam ant 4824 C.Y. ® 92•IB 912,211.82 Rowheuao oxoavatlvn 8890 C.Y. ~ 58.50 342,675.00 Rewhouae baokflll at0okpilB 9888 C.Y. (~ 56.x0 S2D,273.tlD Construvtivn antrgnoa 1 L.9. ~ 31,400.00 31,400.00 Era6ian proteotlon 1 L.S. ~ 58,000.00 99,tl00.00 Fine gradia8lpad tinlah 1 L.B. ~ 318,089.00 518,065.00 w star 12° water m Bin ~ 2100 L.F. ® 537.88 578,aT8.9B 8' water m sin 2720 L.F. ® 938.08 988,978.17 12° valved 12 Eaeb ~ 91,241,80 114,135.20 B° valree 2D Eea(i ® $043.71 616,874.BD 12° hot tap 2 Eaoh ® 53,1)87.80 $8,116.20. Plra hydrants 12 Eaoh ® 63,647.80 542,971.20 1° sarviooc 77 Eaoh ~ 9g1D.42 970,702.34 aewOr 12° sewer m Bin 948 L.F. ~ 136.51 512.749.87 10° sewer m sin 590 L.F. ~ 527.08 913,084.10 B° sewer mein 2240 L.R. (~{ 329,98 582,977.47 4" aervloea 78 Eeoh ~ 9642.68 548,849,88 m anholea 18 Eeah ® 91,899.92 399,878.78 Storm Bawer 30' ADS 682 L.P. ~ {49.58 397,119.87 24°ADS 2040 L.F. ~ 132.88 366,867.55 18' AD8 989 L.F. ~ 837.88 387,929.49 TYPe 13 Inlets 29 Eaah ~, 51,711.08 998,354.84 5'manholea 4 Eaob ® 12,781.04 111.164.16 8' m andolas 4 Eaoh ~ 33,916.32 113,285.26 Flaretl end aeotlon9lriprep 1 L.B. O 34,116.00 94,118.00 shallow UUlltie Joint trenoh 9170 L.P ~ 68.78 516,296.81 8arvioa tranoh 1883 L.F ~ 58.84 519,242.28 Gas only treneh 4885 L_F ~ 04.41 921,484.63 B" oondult 4618 L.F ~ 92.75 912,499.41 4• oondult 14897 L.P ® 81.72 346,763.94 2' oondult 1300 L.F @ 51.07 11,988.88 1• eweepa 80 Eeoh ~ 531.73 12,540.18 2' eweepe 108 Each ~ 529.12 52,911.82 8' eplive vault 9 flash ~ 51,127.00 33,3e9.00 4' aplloe vault B Esah Q 5784.40 38,116.20 T ranelo rm er pad (labor only) /8 Eaeh ® 8999.10 18,071.80 Curb, Gutter, eldewelk t d t( 14813 B P ~ 78 31 ° 328 918 68 on QePara e vybBre e preparg Curb auh8rade preparetlan . . T860 L.F. ® . 5D.B6 , . 51',102.60 8tdewalk oubtlrade preparation 24000 B.F. ~ 11.47 683,280,00 Conorote drain pens 2 Eaeh 51,835.00 89,270.00 Curb end gutter 7860 L.F. ~ 512.88 b100,851.00 4' sldawalk 24000 B.F. ® 33.84 684,880.00 Fillets, pane, whaelahalr ram pa 11815 B.F. Q 38.9b 578,280.28 Paving $ub9rade preparasian 173b3 S.Y. ® 90.86 918,886,88 A08ra8ete base Ietfeefe) 8428 tone ~ Ste.13 9e7,27o.77 Aggregate haea (alleys) 388 torso ~ 328.49 58,752.87 Asphalt 2660 lane ~ 944.00 5116,eDtl.DD 31,889,888.38 Retalnege ~ 8% ~ -8418.84 1S day pay ~ -8988.00 Bddltl0ngl0aVinga 0.00 TOTAL CONTRACT 11,888,189.41 SUBCONTRACTOR: CONTRACTOR Me111or Corts6ntdien, inc. Rerr1- Creak LUn~d UabU{tl1 Comt~attl- /a/7% DATE t0~/ ~02. INffIAL3 DATE INITW.S PAGE230F 282E ¢14y cem~Immp~IBrrry IIIIIIII~II~III~Q~Allll 8'e~r 9=~« 5~~ COMPANY: Maldor Construction ~ ADDRE93: 85850 Co. Rd. 335 CITY: New Cade. CO 81847 ATTENTION: BO Sllrron TITLE: ProJeat Manager PHONE: (970) 88A-2515 FAX: (970) 884.2522 UGENSE ~: Na VENDORI/c aYendatt4mu ®VIPLOYER ID: sErnployerlDr' ~,~ ~ COMPANY: Benry Greek Whited L13t-Uity Company -` ADDREBB: 401 Pasco de Peralla CITY: FtRr-te Fe, NM. 87titl'I ATTENTION: Christopher M. Nevins TPrLE': 8entor Viw President, OPBratloa9 PNON~ (6Db) 820-1818 FAX (605) 820.1919 TF2ADE: 8He developmmrt PRO.IEC1': Berry Greek Phase 1 S&ework PROJECT: BenyCreakPhasel ADDRE88: Mi(ierRmfdrRoad CATEGORY: aCategoryNoa CITY: Edwards, GO 81832 CONTACT: Rids Ster:ttanaml (970) 84&7440 (mob6e) SCHEDULE "C" IINSURANG6 REAUIRIEIIf) Subwntrector shall, at S~ccntractor'ffi expense, prociue, maintain and provide evidenos of insurance to accordance with the requlremerrts set forth below. All 3udt irrsurarrce shag be in a form satisfactory to Contractor and shell be maintained with inaurenw companies satisfactory to Contrector and wtridl have e °tiatirrg" 9f An W better p1 accordance with ttre AM. Best Annual Insurance Guide and a $tenderd 8 Poors Claim Payment Ability rating of nb less than AA. 2. Subcontractor shall provide the toUowing ira3,uanoe rxfverages: a Stabs industrial insurance. workers' ccmpEnsat[on insurance. ocoupadonal diseases and disability • irlsursartce, and sut~l otherfarms oP insurance ae Sutx~nlractor is req~dred by law to provide, providing statutory lranafite subjet~ to Ilmim of Ifabllily pursuant to applicable law, covering claims and/or loss pertaining to or rosutt[rig ~rrom Irljluy, siclvress, oocupaticnal disease, disabHily, errd/or death of t3uboorltrac6ors omployses looatad on or assigned m the Project b. Automablte Liability (including Owned, non-oumed and hired auto mveraDe) with minmwm limits of $5g0,ntm par occ~uren~ and in the aggregate. c. Compretrensive ar Cammerclal Garratal LiabNty with minimum limits of at laastihefollowirr~ $1,t~,000 per occurrence (comb[n~i aMgle Iimitfor ioo<illY frip.uy and/or properiyt damage); S1,000,OOOfor personal injury Liability; S2,tI00,000 aggregate for produr~scompieted operations and $2,UOD,DOD general ! aggregate. Sett-insured reterrtiorrs or deductibles o4 ov@r ~5,Dd0, rtwst be P~PPrm+ad by COnhactar. The policy must include; f. ManutacWrers' and Centralise' be~c coverage wilts X (explosion), C (collapse) and U (underground) wtdusiorls deleted. ii. Premises, Opetatlons, Irtdepertderrt CorrtradorslContrac~ofs Protective Coverege, Persor-al Injury (Section8 A, B and C) and Persarral Liability; - .. q- Iii. Broad fonri property damage (inoludfng corspleted operetions). 3. Ali Qurh Betides ferrr.ECt wkh reoard tD YYOrkei8' comnr~nsatlonl sttallrrerrte_ Eaole Courrtv_ Beet Creek LLC. ... _.~_ n~.~..,... t ~ n .,..a a..s~..newewH~~a ~1I-~Minnna rf{fleer9_ manEeEr9.lnBfib@r9.D6ftrTere CiYYflBr9 EMI emolovees (all, oollectlvely, '4tte Insured warsas') as ruiquanriaa aaamonm rrwurwa. r r rv auwuul ~qi u Nw~« endorsement naming the Insured Parties shall be by 1S0 Form CG 201D 11 t35 or fire equivplent 't'he endorsement shall stipulate that (e) the irtaurance atfmded the Insured Parties as addidstal Insureds shall EPPh- ~ P~7' insur:an~ and that arty other ltrsurertce carried by fire Insured Parties will ba erace~ onlyand will not coniributewdtt this insurance and (b) fhe insurer shall provide COnVec20r not lass than thirty (30) days prior written notice of material changes. tx~lleticn or non-renewal oftha pofigr. Sud'i insurartcs shall protect the Insured Parties against ciahns brought by anOthor Insured ar errrpkryee of suds other fneured in the same manner as though a separate policy of instnartoe had bean fssued to each. The ooversge provided to the insured Parties as additional insureds must ba at leastae txaad ®s that provided 1p Suhcardractnrand may not ccrrteirl any exduslonary larrguege or limitations that ere applicable to the Irlsur~ Parties that are not applicable to the original narlt®d insured. All palir~s shall be Issued on an amurenrx~ tome, [SO or corrrpareble. A °daims tnade° poiley in pg; acceptable. CorttradorwiA also Irma Afleldor Construction Inc as an additional insured on ~s policy. Certificates of InaurenRe and related endorsements, in a form and subsiarrcs t~tisfactnry to Connrector. affording evidencre that lire foregoing requirements have been met shell be deliven3d m Contrador' ~ fA comm®ricement of performance under this Agreement and stroll be nteUttairted in fulllbrcrearrd cried during the SUBCONTRACTOR: ~NTRACTOR 11Raidor Cot~rtctton, inc. Berry Creek 13atallihr ComPan!- INITIALS GATEj~I~' °y INITIALS `~ SATE ~/fir PAGE24 OR 2a?~ ~~~~ 82@46~ Page: 35 of 39 01/18/2003 12:4 Teak Simonton Eagle, CO 89 R 0.00 D 0.00 SUBCONTRACTOR: COMPANY: Meldor Construction Inc ADDRESS: 8885D Co. Rd. 336 C17Y: Nil Cantle, CO 91fi47 ATTENTION: Bo t~mon TITLE: Pro)ect Maher PHONE (970) 994-2s1s FAX (tr/0 894-2522 LICENBE~: Na VENDOR ~: g1/endorNas EMPLOYER ID: eEmpbyerlDs e COIIITRACYOR: COMPANY: Berrty Creek Limited UabUity Conttteiry `" ADDRESS: 401 f de Parana CITY: Soma Fe, NNL 97501 ATTENTION: Christopher M. Nevins TITLE: Senior VVlice President OpereHons PHONE: (805) ti20-1819 FAX (btiby 920.1919 TRADE: site development PROJECT: Berty Creek Phase 13tTework PROJECT #: Retry Creek Phase 1 ADDRES4: Miner Rend+ Road CATEGORYt¥: e~CafagoryNo» CnY: Edwards. CO 91832 coNTACr: wok sfaoheeson tee 94s-~4ao cmo~neZ performance or the Work, and the Products-Completed Operetiorts wverage shall ba rrrainta4~ed In full force and etf+eCt for a period or ten (10) years aitercompletion ofth® Work or Pot suc3r shorter period a9 Corrbactor may prescribe In writitrg. Certlftwtion of such irrsurarroe shall be made available to Contractor upon request and no less than thirty (30) days prior to expiration. b. tP Subcantractar has or subsequently obtains instaanca coverage In emourns in excess or or providing insurance broader than the min(mum requlremerrts tiered herein, such additiorrel ir~tuerxx:a c~veragashaq also inure to the bene5t of tha lrtstrred Parties. e. This insurance obligation shall survive the exp6sltfon ortmmirration of this Agreement. 1?re r~uiremerrts for the foregoing Insurance are independerrt of end shall not limit 5uboontraeto>+s (ndemnlty obligations underthis A,greament No limitation on Subcontractor's indemnitSr abligatione, as set fortis in Paragraph 11 of the AOreemerlt or ofhenn4se, shall ~ deemed tD Iimlt in any marner the insurance coverage provided by the ebnve-dam polities END OF SCHFAULE "C" SUBCONTRACTOR: AAetdor Lbnstcuctlon, Inc. PAQE 25 OF 28aF CONTRACTOR Betty cxeak Umlted LiablUty Company nwrc ~~/ti/~ nurrte~ C a. woir iuiu~iiiioiuiruiuiui~ wiwuii~iiiiNiAi 820469 Page: 36 of 39 01/16/2003 12:45 D 0.00 SU®GONTftACTOR: • ',, COMRACTOR: COMPANIF Mellor Oonswctircn Inc GO(1i0'ANY: t)enty G^eak Lhrtlted t.labpny Company '-" ADDRl=33: 85650 Ca. RrL 335 CITY: New Casfle, CO 81847 ADDRESS: 401 Pasco d0 PareNe ATTENTION: 6c Simon CITY: Serb Fe, NM 87801 TT116: Projed TVlanager PHONE: (970) 9842618 ATTENTION: CMastopherNL Nevins FAX: (870) 884,28?2 TITLE: Senior Vlae Pre&Idertt, Opsratlona LICENSE 9: nle VEWGOl7~: aVendorNoe PHONE: (bOb)~-1818 EMPLOYER ID: aEmployeADr+ FAX: (60b) 820-1819 TRADE: Site development PROJECT': Bevy Creek Phase 1 Sitework PkOJC-CT #: Berry Creek Phase i ADDitES'8: MNer Reach Road CAT'EOORY9: aCatagoryNoa Cl1'Y: Edwards, CO 81832 CONTACT: Rink Stephenson 0370) 8467940 (mobile) SCHEDULE "D" IN1If31CING INSTRUGTIONS, LIEN RELEASES AND LEGAL NO'PICES: RELF1#SC~ ALL payment request must be accompanied or followed by properly emmPletsd and enecuted tonne of waiver and release Of mechanic's lien ("releases°) as Prescribed herein. ALL relea~ must be dated the day of file Invoice or later and must be on Contrado~s pmtted form(s) of rei®ase or file equivalent. Releases From Sutuxtntrector. For progress payments, use Contractor's forth ent8led °CONDfT10NAL WAIVER AND RELFI~SE UPON FINAL PAYMENT'. For final payment artdlor retention payments, acre Contractors form entitled "CONDITION WAIVER AND RELEASE UPON FINAL PAYMENT'. Releases Frew Persona Claiming Thnarch Subcontractor: Releases signed by Strboontractors suboontraaors, material suppliers, equipment renters, acrd other vendors who ere potential medlanlc's Ilan oleirnartto ("Cleimartts°) shall be arlanitted in the following farm: (1) Far progress Payments as fs which the claimant hag already been paid in full, attach en UNCONDITIONAL WAIVER AND RELEASE UPON PROGRESS PAYMENT signed try the rdaimen>: (2) for progress payments ~ to which the claimant has not becrt fully paid for work or rtmte-lala fhraagh the date of the payrrrent re9+rest end is to be pats from the procsede of the progress Payment, attach a CONDRIONAL WAVER AND RELEASE UPON PROGRESS PAYMENT signed by the claimant; (3) for reterrtlon payments ar-dlorfirtel payments es to which the clelmarrt has already been paid in full attach en UNCONDITIONAL WAVER AND RELEASE UPON FINAL PAYMENT signed by the claimant; and (4) for retention payments and/orttnal payments ae to whidt the daimartt Is to be paid from the prooaeds aftha payment being requecded attach a CONpTrIONAL WAVER AND fiELEASE UPON FINAL PAYMENT. When Conditional' Releases ere submitted .under (2) end (4) above, Contractor rtmy issue foird dtecl~ payable m Subcontrscmr and the claimant for the amount upon whloh the release ie candi8oned. FACSIMILE SUBMISSION OF DOCUMENTS: Releases and invoices maybe subrpllted by eleW'cr-icfacshnlletrensmissian. Submission and acceptance of doamtertfs by facsimile trensmisslon shall car~titrde an agreement by ap parties ooncemed that any document de4vered by facsimile shell be deemed era binding and pdcrceable as an ink-signed criglnai. Mail ar deliver original invoices end orighrel releases to: Berry Creek, LLC AGrt: Aoootmttrrg 401 Pasco de Petalta Sen1e Fe, New Hardee 87501 LEGAL NOTICES. For the se of ctl Iles hts should be seraed as had staWte on the fallowi OI~gR; LENDER: CONTRACTOR: Berry Creak, LLC tarry Creek, LLC 441 Pasco de Peralta 401 Pasco de Peralta Santa Fe, New Me>dco 87501 Bartle Fe, New Mexico 67601 820-1816 SZO-1818 gU6CONTRACTOR: CONTRACTOR Mellor Cgnatruction, Gtc. BorN C)Trek L6n[led LtablBty C®mpan~ DATE v O INmALS DATE INtTIALs PAGE28 OP 2ffiI: a'19rY~ sv 820469 Page: 37 of 39 01/16/2003 12:49 Teak Simonton Eagle, CO 89 R 0.00 D 0.00 ~ SUBCONTRACTOR: COMPANY: Meidor Consttudion Ino ADDRESS: 688b0 Co. Rd. 338 CITY: New Castle, CO 81847 ATTENTIOI~L• eo Stman TITLE: Print Manager PHONE: (970) 8B4.2b15 • FAX: (970) OS9-2S?2 LICENSE ~: Na VENDOR ~: aVendorNoH EMPLOYER IIl: a~EmployerlDs •,~ ~NTRACTOR; COMPANY; Remy Creek l3rtdted Liability Company ADDRE8~ 407 Paa80 de Patalie GITf: Saltte Fe, NM. 87801 ATTENTION: Christopher M. Nevins TITLE: BeNOr V(rse PnasideM, Operations PHONE= (S0~ 828.1818 FAX: (SOS) 838.1919 TRADE: Site development PROJt6rT Berg Creak Phase 1 Sitawolk ' PRO.fEGT ~: Qarey Creek Phase 1 ADDRt73t3: liENer Rands Road CATEOORYB: cCatagoryNon CITY: Edwards; 0089832 CONTACT: RtdcStephensal (970) 898.7440 (motrite) SCHEDULE °E" NpJlCE ~ SITE PLAN Intentionally [eit blank END OF St~iEDULE °~' 8UBCONTRACTOR: CONTRACTOR Hairier Construction. Ina. Anil Ctee[s Umlted L3abl8ty C°"tp~ry- , DATE 1o~I~oz ~tTlAt-s ~ DATE ~%' ~?~INITIAI-S ~~ PAGE 27 of 282A oJrrYOomtrcen6s1lCY8Nok~t9mb Qreak{~y0rrek~~WOr~tOOrtp~trt9?t-D2 QL~4V~ Page: 38 of 39 01/16/2003 12:45 Teak Simonton Ea91e, CO 89 R 0.00 D 0.00 ' ~ SUBCONTRACy OR: ` " GOMRACTOR : COMPANY: Msldor Conatn-dwn Inc COMPANY: Berry Cn3ak Lknffsd 11ab8ily Company ADDRESS: 85850 Co. Rd. 335 CITY: New Castle, CO 81847 ADDRESS: 401 Pa~D de Patella ATTENTION: Bo Simon CrfY: Banta Fe, NM. 87801 TITLE: Projeet Manager PHONE: (970) 98q-2819 AT7EN110N: CF~Ooph~ M. Nevins FAX: (970) 889-2fi~ YI71.~ BeNordice President. Ope~ationa LICENSE ri<: nle VENDOR #: al/endorNoa PHONE (80820-1@18 EMPLOYt-RID: aEmployerlDs FAX: (50b) 820-1919 TRADE: $tbe developmert PROJECT: Bony Creek Pitese 1 B@ewadt PROJECT M: Bevy Creek Phase 1 ADDRESS: Mtller Ranch Road CATEQORY~: «CafagoryNov CITY: Edwsrcia, CO 81832 CONTACT: Rhk Stephenson (970) 848-7440 (mobue) SCHEDULE °F" LIST OF CONSTRUCTION DOCUMENTS PLANS AND SPECIFICATIONS: 1. The Drlawings pre by DLD Engineering Inc., P.O. Box 1331, Edwards, CO 81632, Titled "Berry Cree Firtal Improvement Drawings Phase 1', dated 7/21102, and revised on 9/30102 or easier. 2. Coloredo State Department of Trransportation Standard Sper~tications for Road and Bridge Construction 1999Ttte Colorado Department of Trransportation M & S Standards, 2000 3. American soalety of Testing and Materials Manual, cxrrrent edition 4. American Assoctatlon of S4a6B Highway Transporhation Officals Standards 5. GeotechniCal Englrteering Study dated April 30, 2002 and n~vlsed by a supplement dated May 23, 2002 by HP Qeotech; Job Number 102-188. 6. Eagle River Water and Sanitsdon District Standard Specfications for Sewer Lines, latest edition 7. e=agle River Water and Sanitation Dlstrlct Standard Specifications for Water Lines, latest edlfiQn 8_ Manuel of Uniform Traffic Control Devices, latest edition ao oP scl!ieouLe °~ SUBCONTRACTOR: CONTRACTOR M®Idor Construction, ins Bony CrBelc Limited Ltabigty Company care ~ °/~~ z INfrULLS DATE lo~ /d7 INffiAi,.S PAGE Z9 DP 283 ~Y D~trn~IYOQpppiadslanlr YI~IIYI~^~l~~I4III~I~III e'04,w9~'~