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HomeMy WebLinkAboutApplication-PermitI Garfield County Building & Planning Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office:970·945·8212 Fax: 970·384-3470 Inspection Line: 970·384-5003 Building Permit No. Parcel No: Locality: Iron bridge PUD, Ph2, Lot 288 ·----~------- Job Address: ··-····------·-·---~126Z'_f3jl,ler Bell_~_vvay, GWS Use of Building: ----····-· s/f on found~ion with cov.~red patios & attached garage Owner: __ .:.N~il~y. John & Ols_~n.. . .:::.S::.:iri __ Contractor: Hansen Construction Fees: Plan Check: 908.02 Septic: --~ ..•. ~ '" ----·---~~ Bldg Permit: $ 1,396.95 RFTA: $ 750.00 ---~ .. ~- Total Fees: $ 3,054.97 Clerk: Date: I GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8111 Street. Suite 401. Glenwood Springs. Co 81601 Phone: 970-945-8212 I Fax: 970-384-3470 I Inspection Line: 970-384-5003 )VWW. oarfieldNcounty .com : (this information is available at the assessors office <U!l!!!l!:!!X· This application for a Building Permit must be signed by the Owner of the property. described above. or an authorized llgent. If the signature below is not t!HH of the Owner. a sepm·mc leUer ofautho1ity. signed by the Owner. must be provided with this Application. Legal Access. A Building Penn it cannot be issued without proof of legal and adequate access to the property for pmvoses of inspections by the Building DcJ>artmenL Other l'crmit~. Multiple separate permits llllly be required: (I) State Electrical Pcnnit, (2) County ISDS Permit (3) another permit required for usc on the propc11y identi lied abovo.', e.g. State or County Highway/ Road Access or 11 State Wastewater Discharg.e Permit. Void Permit. A Building. Permit becomes null and void if the work authorized is HOt commenced within 180 days of the date of issuance and if work is suspc11dcd or abandoned for n period of 180 days aller commencement. CERTII'ICATION 1 hereby certify thntl have read this Application and that the information contained above is true and conect. 1 understand that the Building, Departmel\t accepts the Application. along with the plans and specifications and other data submitted by me or on my behalf (submittals). based upon my certification as to accuracy. Assuming completeness of the submittals and approval of this Application. a Building Pcm1it will be issued gmnting permission tO me. as Owner. to construct the structurc{s) and facilities detailed on the submittals reviewed by the Building Department. J consideration oft he issum1CC of the Building Permit. ! agree that I and my agents will comply with provisions of any federaL state or local law regulating the work and the Garfield County Building '-'"r-''-~''. !SDS regulations and applicable land usc regulations (County Rcgulation(s)). I acknowledge that the Building Permit may be suspended or revoked. upon notice fi·om the County. if the locmion. construction or usc of the strueturc(s) and f.1cility(ics). described above. arc not in compliance with Cotmty Rcgulation(s) or any other applicable law. ! hereby grant permission to the Building Department to enter the propc11y. described above. to inspect the work. I ftmhcr acknowledge that the issuiiHCC of the Building Permit does not prevent the · Official from: (I) requiring the correction of errors in the submittals. if any. discovered aller issuance: or (2) stopping cOJlstructlon or usc of the structure(s) or fAcility(ics) if such is in violmion t i other r law. ! nnd inspections of the work by the 13uilding Department do not con::;titute an acceptAnce of responsibility or liability by the County of eno1-s. omissions responsibility for compliance with federal. state All(! local laws :\nd Cmn1ty RcgulatioHs rc~t ll·ith me :md my authorized agents. including without I THt:· NOTICE & CERTIFICATION ABOVE· STAFF USE ONLY S1Jecial Conditions: Adjusted Valuation: Plan Check Fee: Pel'mit Fee: Manu h()me Fee: Mr"F· · ···-~'·':® 171 qoe,. Q!i <=to£!,. oz \ 3(1l:J q;s--" ·p;;;~ f'l~ I • ISOS Fee: Total Fees: Fees Paid: Balance Due: tfD~g"'" IS OS No & Issued Date: ~{)5t.f .q 1 '8"8\ .'5($ ~~cfl:,:;,. fl. Setbacks: OCC Group: Const Type: Zoning: PUt> /P~fo ;;/zEJ~c!! 45.6 'lz&p% APPROVAL DATE APPROVAL' !lATE The following items are required by Garfield County for a final Inspection: 1) A final Electricallnspection from the Colorado State Electricallnspector. 2) Permanent address assigned by Garfield County Building Department and posted at the structure and where readily visible from access road. 3) A finished roof; a lockable building; completed exterior siding; exterior doors and windows installed; a complete kitchen with cabinets, sink with hot & cold running water, non-absorbent kitchen floor covering, counter tops and finished walls, ready for stove and refrigerator; all necessary plumbing. 4) All bathrooms must be complete, with washbowl, tub or shower, toilet, hot and cold running water, non-absorbent floors, walls finished, and privacy door. 5) Steps over three (3) risers, outside or inside must be must have handrails. Balconies and decks over 30" high must be constructed to aiiiBC and IRC requirements including guardrails. 6) Outside grading completed so that water slopes away from the building; 7) Exceptions to the outside steps, decks, grading may be made upon the demonstration of extenuating circumstances., i.e. weather. Under such circumstances A Certificate of Occupancy may be issued conditionally. 8) A final inspection sign off by the Garfield County Road & Bridge Depa1tment for driveway installation, where applicable; as well as any final sign off by the Fire District, and/or State Agencies where applicable. A CERTIFICATE OF OCCUPANCY (C.O.) WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. A C.O. MAY TAKE UPTO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. OWNER CANNOT OCCUPY OR USE DWELLING UNTIL A C.O. IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a C.O. for the building identified in the Building Permit. 1 0'YNEJ3:§ l()Nr\T1.JRE -~-Bapplicationdc embcr2007 VALUATION FEE DETERMINATION Applicant Address Date -:J.O.:ohn'::'::-N?.'ei,Ie~y,_, So::i7ri:;O:;;l::::se,n,__ ______ Subdivision ..;1,:::2::,67~Ri;::'vc::e"'rb:.:e.:;:nd;;....:.W:..:a:t.y_~-----Lot!Block ..:7.:.:i2:.:8"'/2:::0:.::0c::8 ___________ Contractor Finished (Livable Area): Main Upper Lower Other Total Basement: Unfinished Square Feet Valuation Conversion ofUnfinished to Finished Total Valuation Garage: Valuation Crawl Space Valuation Decks/ Patios Valuation Covered Open Type of Construction.: Occupancy: Valuation Total Valuation 1198 sf 905 sf sf sf X $74.68 2103 sf sf X $41.00 sf X $33.68 556 sf X $18.00 sf X $9.00 202 sf X $24.00 sf X $12.00 Commercial sf X sf X sf X sf X sf X sf X Jronbridge PUD 2 ,Pf-1 ' d-, 288 Hansen Construction 157,052.04 0.00 10,008.00 0.00 4,848.00 0.00 171,908.04 FEE ESTIMATE FOR~FSITCKBURTHOMES (AU FEES ARE ESTIMATES UN71L FINAL PLANS ARE REVIEWED) UNFINISHED BASEMENT: sf X 41.00= ------------------------- CRAWLSPACE: ___________ __::s:_f X 9.00= --- GARAGE: UNCOVERED PATIO/DECK: sf X 12.00= ----------~ ------------- COVERED PATIO/DECK: sf X 24.00= ---------~ -------------- MISC: ------------------------- MISC: ------------------------ TOTAL VALUATION: l'5D,555 I THIS SECTION WILL BE DETERMEND BY GARFIELD COUNTY BUILDING & PLANNING PLAN REVIEW FEE: 55 3\ IS£' PERMITFEE: \.aJq, 3D I TOTAL: a 1\ \u · 33 PERMIT: SEPTIC= PERC: GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS For SINGLE FAMILY DWELLING CONSTRUCTION Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. Other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. TWO (2) SETS OF CONSTRUCTION DRAWINGS & TWO (2) SITE PLANS MUST BE SUBMITTEDFOR ALL APPLICATIONS. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Applicants are required to indicate appropriately and to submit the completed checklist at time of application for a permit. Plans to be included for a Building Permit, must be on drafting paper at least l8"x24" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line and original grade. A section showing in detail, from the bottom of the footing to the top of the roof, including re-bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house-rap, (which is required), siding or any approved building material. Engineered foundations may be required. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. wind speed, wind exposure B or C, and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IRC. I. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each corner of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. (NOTE Section: 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the envelope. Yes )<= 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying for a building permit on is located on a corner lot. Special setbacks do apply. Yes 'f-, 3. Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject propet1y and adjacent properties , streams or water courses? Y es._.J.-" __ 4. Does the site plan indicate the location and direction of the County or private road accessing the property~/ Y es._--1-'/'Y."---- 2 5. Are you aware that prior to submittal of a building permit application you are required to show proof of a legal and adequate access to the site? This may include (but is not limited to) proof of your right to use a private easement/right of way; A County Road and Bridge permit; a Colorado Dept. of Highway Permit, including a Notice to Proceed; a permit from the federal government or any combination. You can contact the Road & Bridge Department at 625-860 I. See phone book for other agencies Yes 'fJ 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the JRC or per stamped engineered design? Yes--)G--- 7. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes ,X No. ____ _ 8. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits? Yes )<. No ____ _ 9. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and wind loads? Y Yes ____ e::. ___ _ I 0. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes )<. II. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes )C 12. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes. __ ~~----- 13. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a fla.!Joof? (Building height measurement usually not to exceed 25 feet) Yes __ _,~J-L»--- 14. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or phase II EPA certitication? Yes No_-t,X'-'=---- 3 15. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes ___________ No ____ :)C~~------ 16. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the IRC? Yes 'f.· 17. Does the plan include a window schedule or other verification that windows provide natural light and ventilatio~or all habitable rooms? Yes_--1-/----- 18. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specii)t safety glazing for these areas? Yes }' No. _______ __ 19. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan?J Yes._--~.£-':::__ __ 20. Do you understand that if you are building on a parcel of land created by the exemption process or the subdivis& process, are building plans in compliance with all plat notes and/or covenants? Yes __ ___,+'---- 21. Do you understand that if you belong to a Homeowners Association (HOA), it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? The building permit application will be accepted without it, but you run the risk of the HOA bringing action to enforce the covenants, which can result in revocation of permit issued. Additionally, your Plan Review fee is not refundable if the plans have been reviewed by the Building Department prior to any action by the HOA that requires either revocation or substantial modification of the plans. Yes 'j- 22. Will this be the only residential structure on the parcel? Yes 'f No lfno-Explain: ___________ __ 23. Have two (2) complete sets of construction drawings been submitted with the application? Yes 'f 24. Do you un stand that the minimum dimension a home can be on a lot is 20ft. wide and 20ft. long? Yes_+--- 4 25. Have you designed or had this plan designed while considering building and other construction code requirements? Yes jv 26. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes __ ,..._ ___ _ 27. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes f 28. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes Y,. 29. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your building permit? Yes p 30. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made from 7:30a.m. to 3:30p.m. Monday through Friday. Inspections are to be called in to 384-5003. Yes } No _____ _ 31. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re-inspection fee? Yes_!'----- 32. Are you aware that you are required to call for all inspections required under the IRC including approval on a final inspection prior to receiving a Cetiificate of Occupancy and occupancy of the building\t Yes.----.}1'---- 33. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for~· Agent and that the party responsible for the project must comply with the IRC? Yes ---j'-'---- 5 34. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required at time of applicable inspection. Yes ____ ~------------ 35. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Schedule Number for the lot you are applying for this permit on prior to submittal of a building permit application? Your attention in this is appreciated. Yes X 36. Do you know that the local fire district may require you to submit plans for their review of fire safety issues?)< Yes (please check with the building department about this requirement) 37. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading permit? Yes )C 38. Are you aware that if you will be connecting to a public water and/or sewer system, that the tap fees have to be paid and the connections inspected by the service provider prior to the issuance of a Certificate of Occupancy? Yes X ? I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. Phone:3_~L\--=:-f\9~ (days); (evenings) ProjectName:_In::£\\or\%0 P0\\ cp h.J. LD-1' Qt~ Project Address: \ d lo 7 h\ Va--:& rJd \Ja~ ~5 6 Notes: If any required information is missing delays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review, delay in issuance of the permit or delay in proceeding with construction. BpminreqDec2007 7 PLAN REVIEW CHECKLIST Applicant )\) ed e.<t -0/s e ... Building /Engineered Foundation rJ /A Driveway Pennit ~Surveyed Site Plan t-J,/11 Septic Permit and Setbacks _L_orade/Topography 30% / Attach Residential Plan Review List ~Minimum Application Questionnaire Lsubdivision Plat Notes JJ(/t Fire Department Review / Valuation Determination/Fees ~Red Line Plans/Stamps/Sticker ~Attach Conditions ~Application Signed ~Plan Reviewer To Sign Application ~arcel/Schedule No. tJ/A 40# Snowload Letter-Manf. Hms . ./ Soils Report GENERAL NOTES: Date '1/z-BfoB I Planning/Zoning LProperty Line Setbacks l'j/A 30ft Stream Setbacks rJ/ A Flood Plain ~Building Height ~oning Sign-off AJ/A Road Impact Fees / HOA/DRC Approval _{_Grade/Topography 40% ~Planning Issues Lsubdivision Plat Notes N 11058 0. --------------------Assessor's Parcel No. 2395-014-29-283 Date 8/7/2008 BUILDING PERMIT CARD Job Address __ ....:1.=2.::.67:.....::..:R~iv....:e:.:..r .=B....:e:::.n.::.d..::.W.::..;a:::.Yc.z.' ....:G::..:W.::.S=--....!.(:.:.lro.::.n:.:;b::.:r~id:::.;;gz.:e:..:P:...;U::.:D~P..::.;h~2z..;, L::.:o::.:t:..:2::::8:.:::8L) --------------- Owner ______ --'-N-"-e-"-ile_,y,_,_,..::.J..::.o....:h....:n....:&....:O..::......:Is...::.e..::.n,_, S.::.i.::.ri--'--Address 1007 Westbank rd, GWS Phone # ____ __ Contractor Hansen Construction Address 410 !ronbridge dr, GWS Phone # 384-3990 Setbacks: Front Rear RH _____ LH ______ Zoning ____ _ s/f on foundation w/cnvered patios S attached gar; INSPECTIONS Soils Test --,-n=;;o!>;;I:::,------:,--------,~-..-- Footing il$<; ~ Z:-?,M . t' ~ Foundatlon, ___ ....:J<-.:__ ______ _ Grout . Underground Plumbing .tf; z::z --o8?<< Rough Plumbing "3 --z-.7-c9 r tp:W. Framing 4-2.-o<? :P.?J Insulation ..-'/: 7-o9~ Roofing ------:::---:::::-:-:=-::-------- Drywall 'j~l 3 -o ?~ Gas Piping ::z~~7-c:>'7 7?¥ NOTES (continue on back) I Date Issued PE GARFIELD COUNTY, COLORADO INSPECTION WILL NOT BiE l\J1ADE UN!..ESS THlS CARD IS POSTED ON THE JOB AGREEMENT IT Lot a~ In consideration of the issuance of the permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structured for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building department and IMMEDIATELY BECOME NULL AND VOID. Use1:>l:L~ID&}. ~.!i:O\J ~_!t_~~--~1'~@:~·-­ Address QL Legal Description \~(j\f\-R\'JW \:lr~ ~~-~~ ·------ Owner ]\)<e\\tU<o• \-o\~ ~\vi Contractor \\~~ _Qo~t. Building Permit Type ____R e~""~-"-~=--"t'-''0.-"(J-"e-=----------- This Card Must Be Posted So It Is Plainly Visible From The Street Until Final Inspection INSPECTION RECORD Footing I Driveway Foundation I Grouting Insulation ''!-7-o'!~ Underground Plumbing 9 _ 27-c7 3 'f/-C<.I Drywall 1..( ,[3 r(J Y"'f/!.Z.. Rough Plumbing -;5 -<:.-7 -<P 7 r::~ Electric Final {hy State lnsp-ec!or) 0..1(--o'TG? (Prior to Fil)a]) Rough Mechanical Septic Final ;;. r;"" Gas Piping :;5-Z-7-o? 7""'-' FINI\1 £-;:u;-o'l""f:?~//0;;;~ Electrit-7'% r Stale lnspec\:ce--(You Must Call For Flnalln.spection) (Prior to Framing) ~ Notes Framing cl< Wi771 /..£7/;C!Z F"o/: /<N' ,; 8ic!l!'!lfi/G-wALL <f-z:-o? r"' (to include Roof in place &Windows & Doors installed & Firestopping in place) THIS PERMIT IS NOT TRANSFERABLE For Inspection Call970-384-5003 Office 970-945-8212 108 8th Street, SuHe 401 Glenwood Springs, Colorado 81601 APPROVED Date ~ =O:"'\ ~f'\"'lf DO NOT DESTROY THIS CAR~~ 'a --=--=0--'1 t_v---='o:_ __ By -r. Jorm~n __ j~_ PROTECT PERMIT FROM WEATHER DA AGE (DO NOT LAMINATE) COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at / z.c.-7 /{!v £I(! ;3/e>r/ P Permit No. /(0 5-g I have this day inspected this structure and these premises and found the following corrections needed: 0 Call for Re-lnspection 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date '0 ·-'Z-7 20 &7 .-~ I Building Inspector ~_...,--... ~ Phone (970) 945-8212 COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at /ZC; 7 /f/v;CI!.... 15£#£) ' Permit No. //OS""'$' I have this day inspected this structure and these premises and found the following corrections needed: You are hereby notified that the above correction must be inspected before covering. · When correction(s) have been made, call for inspection at 970-384-5003. October 14, 2008 Ironbridge Golf Club & Sporting Community . 410 Ironbridge Drive Glenwood Springs, CO 81601 Attn: Mike Woelke .RE: Trench Beam .and Steel Observation including Ufer Rod 1267 River Bend Way Lot 288 lronbridge Subdivision Garfield County, Colorado Dear Mike: 1205 $. Pl.A'l."T.E R.M1t DR:IVE, SUITE 200 . DENVER, COLORADO 80223 Omcr. (303) 715-9885 FAX (303) 715-9890 Per your request, we visited the subject site on October 9, 2008 to observe the construction of the trench beams of the post-tensioned slab-on-grade. The dimensions, geometry, and required options have noi been verified at this time. The contractor assumes responsibility for the accuracy of all building dimensions, locations on lot, foundation elevations, and the slab step layout. · The trench beam depth, width, and required steel placement appeared to be in general conformance with approved conotruction documents. Also, we observed the required l-inch polystyrene foam (extruded) insulation was placed in the trenches at the exterior of the building footprint per plan and is temporarily to the trench wall. We also observed that an Ufer rod was placed at the time of the wall steel installation. No othyr items were observed at this time. Please call if you have any questions. Sincerely, Fuhrmann/rinccring Services, LLC ri{1 ~~ Jeffrey R. Goben, PTI # 9160622 JRG:jma Attachments file October 14, 2008 Ironbridge Golf Club & Sporting Community 410 Iron bridge Drive Glenwood Springs, CO 81601 Attn: Mike Woelke RE: Trench Beam and Steel Observation including Ufer Rod 1267 River Bend Way Lot288 Ironbridge Subdivision Garfield County, Colorado Dear Mike: 1205 S. P;LA:m:. RM>R DIUV)';, Surl'E 200 ' DENVER, CoLORADO 80223 OFFICII (303) 715-988, F;ot (303) 715-9890 Per your request, we visited the subject site on October 9, 2008 to observe the construction of the trench beams of the post-tensioned slab-on-grade. The dimensions, geometry; and required options have not been verified at this time. The contractor assumes responsibility for the accuracy of all building dimensions, locations on lot, foundation elevations, and the slab step layout. The trench beam depth, width, and required steel placement appeared to be in general conformance with approved construction documents. Also, we observed the required l-inch polystyrene foam (extruded) insulation. was placed in the trenches at the exterior of the building footprint per plan and is temporarily to the trench wall. We also observed that an Ufer rod was placed at the time of the wall steel installation. No other items were observed at this time. Please call if you have any questions. Sincerely, Fu~~nn ~.f:Cing Services, LLC Jeffrey R. Goben, PTI # 9160622 JRG:jma Attachments file __..-----r~=~ISEJRflCEi,LW·:;;;------------- October 14, 2008 lronbridge. Golf Club & Spotting Community 410 lronbridge Drive Glenwood Springs, CO 81601 Attn: Mike Woelke RE: Tendon Placement (pre-pour) Inspection 1267 River Bend Way Lot288 Iron bridge Subdivision Garfield County, Colorado Dear Mike: 1205 S. Pi.ATrF. RlV£R DJUV"E,. Smn 200 D£NV£R, Q)LORADO 80223 Omci (3Q3) 715-9885 FAX (303) 715-9890 Per your request, we visited the subject site on October 9, 2008 to observe the tendon placement and interior trench beams of the post-tensioned slab-on-grade. The dimensions, geometry, and required options have not been verified at this time. The contractor assumes responsibility for the accuracy of all building dimensions, locations on lot, foundation elevations, and the slab step layout The installation of the tendons and interior stiffened beams appeared to be in general conform~nce with the construction plans. We observed the top of grade appeared to be at the correct elevation to ma,intain the slab thickness per plan. lt is the responsibility of the contractor to verifY slab thickness and tendon;Iayout remain as observed during concrete placement No other items were observed at this time. ' Please call if you have any questions. Sincerely, Fuhrmann Engineering Services, LLC ~11 ~l_ Jeffrey R. Goben, PTl # 9160622 JRG:jma attachments file October I 4, 2008 Ironbridge Golf Club & Sporting Community 410 Ironbridge Drive Glenwood Springs, CO 81601 Attn: Mike Woe!ke RE: Tendon Placement (pre-pour) Inspection 1267 River Bend Way Lot288 Iron bridge Subdivision Garfield County, Colorado Dear Mike: 1205 S. J?um lb:v:J;:.R DRivE, SOtTE 1.00 DENVER, COJ..ORt\00 80223. OmcJ< (303) 715-9885 F-.x (303) 715-9890 Per your request, we visited the subject site on October 9, 2008 to observe the tendon placem¢nt and interior trench beams of the post-tensioned slab-on-grade. The dimensions, geometry, and required options have not been verified at this time. The contractor assumes responsibility for the accuracy of all building dimensions, locations on lot, foundation elevations, and the slab step layout. The installation of the tendons and interior stiffened beams appeared to be in general conformance with the construction plans. We observed the top of grade appeared to be at the correct elevation to majntain the slab thickness per plan. It is the responsibility of the contractor to verify slab thickness and tendon ,layout remain as observed during concrete placement. No other items were observed at this time. Please call if you have any questions. Sincerely, F~~~a)!eering Services, LLC Jeffrey R. Goben, PTl # 9160622 JRG:jma attachments file Matt Provost From: Sent: Subject: Saved by Windows Internet Explorer 7 Tuesday, June 23, 2009 10:29 AM Division of Registrations ~ado Tile Official Stale Web Portal Division of Registrations Department of Regulatory Agendes Electrical and Plumbing Permits Online 1spection for Permit 652664 es Required Field ction Permit#: 652664 Inspected Date: 06/04/2009 Permit Holder: WALKER ELECTRIC Site Address: 1267 River Bend Way City: Glenwood Springs State: CO Zip: Inspection Type: Final Status/Action: Accepted Reinspection Fee Paid $: Comments: Corrections: Inspector's Name: Robert Fuller Phone: 970-947-8902 [Print for Display] [ OK · •ns? Check out the Definitions Page or Frequently Asked Questions CFAQ). take our Survey to tell us about your experience with the online permits site. :ted: 0612312009 10:28 a.m. Federal Home Page II State Home Page II Department Home Page Top of Page 1 Statement I Disclaimer ·echnlca! Assistance: 'ormation Technology Section E-Mail the Division of Registrations 1560 Broadway, Suite 1500 Denver, CO 80202 (303) 894-2985 -Phone (303) 894-2310-Fax Relay Colorado (TTY (English & Spanish), Voice, VCO, ASCII. STS Assistance Numbers) ____ Information from ESET NOD32 Antivirus, version of virus signature database 4184 (20090624) ___ _ The message was checked by ESET NOD32 Antivirus. http:l/www. eset. com 2 ·<:~!)tech HEPWORTH-PAWLAK GEOTECHNICAL, HepworthvPawlak Geotechnical, lnc. 5020 County Road 154 Glenwood Springs, Colorado 81601 Phon., 970-945-7988 Fro" 970-945-8454 email: hpgeo@hpgeotech.com PRELIMINARY GEOTECHNICAL STUDY PROPOSED IRONBRIDGE VILLAS IRONBRIDGE DRIVE GARFIELD COUNTY, COLORADO JOB NO. 105 115-6 SEPTEMBER 14, 2005 PREPARED FOR: L.B. ROSE RANCH, LLC ATTN: AARON BEVINGTON 410 IRONBRIDGE DRIVE GLENWOOD SPRINGS, COLORADO 81601 Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverthorne 970-468-1989 TABLE OF CONTENTS PURPOSE .il.ND SCOPE OF STUDY ............................................................................ -1 - PROPOSED CONSTRUCTION ..................................................................................... -1 - SITE CONDITIONS ....................................................................................................... -2 - FIELD EXPLORATION ...................................................................... : ......... : ................ -2- SUBSURFACE CO:t\'DITIONS ...................................................................................... -3 - ENGINEERING ANALYSIS ......................................................................................... -4 - DESIGN RECOMMENDATIONS ................................................................................. -5- FOUNDATIONS ......................................................................................................... -5- FOUNDATION AND RETAINING WALLS ............................................................ -6- FLOOR SLABS .......................................................................................................... -8 - UNJ)BRDRA!N SYSTEM .................................... : ..................................................... -8 - SITE GRADING ......................................................................................................... -9- SURFACEDRAINAGE ................................................................. : ......................... -10- PAVEMENT SECTION ............................................................................................ -1 1 - LIMITATIONS ................................................................................................ , ............ -11 - FIGURES 1 AND 2-LOCATION OF EXPLORATORY BORINGS FlGURES 3 THROUGH 8-LOGS OF EXPLORATORY BORINGS . FJGURE 9-LEGEND AND NOTES FIGURES 10 THROUGH 16-SWELL-CONSOLIDATION TEST RESULTS FIGURES 17 AND !8 ·GRADATION TEST RESULTS TABLE 1-SUMMARY OF LABORATORY TEST RESULTS PURPOSE AND SCOPE OF STUDY Tills report presents the results of a preliminary geotechnical study for the proposed Ironbridge Villas to be located along Jronbridge Drive, Garfield County, Colorado. The project site is shown on Fignres 1 and2. The purpose of the study was to develop recommendations for the foundation and grading designs. The study was conducted in accordance with our agreement for professional engineering services to L.B. Rose Ranch, LLC dated June 30, 2005. We previously conducted geotechnical studies for planning and preliminary design of the Rose Ranch Development (now known as Ironbridge) and presented our fmdings in reports dated October 29, 1997 and September 10, 1998, Job No. 197 327. A field exploration program consisting of exploratory borings was conducted to obtain information on the subsurface conditions within the depth of expected foundation loading. The potential for future ground subsidence due to deeper geologic conditions was to be evaluated by others. Samples of the subsoils obtained during the field exploration were tested in the laboratory to determine their classification and other engineering characteristics. The results of the field exploration and laboratory testing were analyzed to develop reco=endations for foundation types, depths and allowable pressures for the proposed building foundation and for the subdivision grading. Tills report summarizes the data obtained during tills study and presents our conclusions, design reco=endations and other geotechnical engineering considerations based on the proposed construction and the subsurface conditions encountered. PROPOSED CONSTRUCTION The proposed Villas development is located in the central part of Ironbridge near the main · club and other common facilities and will consist of tightly spaced, single family residences in two development areas as shown on Fignres 1 and 2. The access roads and drives will connect to the existing and proposed Iron bridge Drive. The residences will be 2 story, wood frame structures constructed typically 8 to 10 feet apart. Ground floors will Job No. 105 115-6 -2- be structural above crawlspace in the residences and slab-on-grade in the garages. The entire development area will be elevated typically up to about 15 feet. The flll sections will grade into the existing Ironbridge Drive, the golf course 18th Hole and the Robertson Ditch. The fill material will be obtained on the project site, likely from :he Phase 2 development. The Robertson Ditch will remain open but be improved by lining to reduce leakage. After the subdivision grading, the excavation for the individual residences will be relatively minor. We assuroe the residences wiii be relatively lightly loaded, typical of the proposed type of construction. Ifbuilding loadings, location or development plans change siguificantly from those described above, we should be notified to re-evaluate the recommendations contained in this report. SITE CONDITIONS The Villas development is located downhill to the east and soufu of the existing pro shop and other commons area, see Figures 1 and 2. The north Villas site was mainly vacant and covered with field grass and weeds. The south Villas site is partly disturbed and covered with grass and weeds with miscellaneous fill piles. The ground surface slope is about 5 to 7% with 20 feet of elevation difference across the north Villas site, and about 6 to 8% with 30 feet of elevation difference across the south Villas site. The entire project site is covered with debris fan deposits that generally increase in depth with increase in ground surface elevation to the west. Bedrock of the Eagle Valley Evaporite outcrops to the west of County Road 109 in the golf course fairway and the steep valley side. FffiLD EXPLORATION The field exploration for the project was conducted between July 6 and 8, 2005. Twenty~ five exploratory borings were drilled at the locations shown on Figures 1 and 2 to evaluate the subsurface conditions. The borings were advanced with 4 inch diameter continuous flight auger powered by a truck-mounted C:ME-55 drill rig. The borings were logged by a representative of Hepworth-Pawlak Geotechnical, Inc. lob No. 105115-6 Samples of the subsoils were taken with a 1% inch and 2 inch I.D. spoon samplers. The samplers were driven into the subsoils at various depths with blows from a 140 pound hammer falling 30 inches. This test is similar to the standard penetration test described by ASTM Method D-15 86. The penetration resistance values are an indication of the relative density or consistency of the subsoils and hardness of the bedrock Depths at which the samples were taken and the penetration resista..·:tee values are shown on the Logs of Exploratory Borings, Figures 3 through 8. The samples were returned to our laboratory for review by the project engineer and testing. SUBSURFACE CONDITIONS Graphic Jogs of the subsurface conditions encountered at the site are shown on Figures 3 through 8. The subsoils, below a thin topsoil root zone, consist of a variable depth of stratified silt, sand and gravel debris fan deposits overlying dense, river gravel alluvium. About 3 to 4 feet of exiS!ing fill was encountered above the lliltu:'al soils in Borings 5, 6, 7 and 15, 1ocatedjust east of the Robertson Ditch. The debris fan soils were typically encountered between depths of7 to 19 feet in the north parcel and between depths of 16 to 32 feet in the south parcel.ln Borings 6 through 9 and 15 at the north parcel, the debris fan soils were deeper than the adjacent area to the north, with depths of22 to 38 feet before the gravel alluvium was encountered. Siltstone and gypsum bedrock of the Eagle Valley Evaporite was encountered below the gravel alluvium at a depth of 42 feet in Boring 6. The bedrock quality appeared poor to fair and included gypsum, but did not appear to be a void or cavity. Drilling in the dense gravel alluvium with auger equipment was difficult due to the cobbles and boulders and practical drilling refusal was typically encountered in the deposit Laboratory testing performed on samples obtained from the borings included natural moisture content and density, liquid and plastic limits and gradation analyses. Results of swell-consolidation testing, presented on Figures 10 through 16, indicate the debris fan soils are typically hydrocompressive and moderately to highly compressible under load after wetting. Some of the clay soils showed a low expansion potential when wetted but JobNo. 105!!5-6 -4- the resulting heave potential is not expected to be significant compared to the collapse potential. Results of gradation analyses perfonned on small diameter drive samples (minus I '12 inch fraction) of the debris fan soils are shown on Figures 17 and 18. The laboratory testing is summarized in Table 1. Free water was typically not encountered in the borings and the subsoils were relatively dry. In Borings 6 through 9 and 15, fue subsoils became moist with depth and free water was encountered at depths between 26 and 36 feet in Borings 6 and 15. ENGINEERING ANALYSIS Development of the Villas project as proposed should be feasible based on geotechnical conditions. The upper 7 to 38 feet of soils <:oncountered in the borings consist of debris fan deposits that tend to collapse (settle 1mder constant load) when wetted. The amount of settlement will depend on the depth of the compressible soils and the wetted depth below the foundation. The settlement potential and risk of excessive building distress can be reduced by compaction of the soils to a certain depth below the foundation bearing level and by heavily reinforcing the foundation to resist differential settlements. The compaction should also extend to below driveway and utility areas. The soil compaction can consist oftbe structural fill proposed to elevate the project site but relatively deep structural fills will also have some potential for long term settlement Proper grading and compaction as presented below in Site Grading will help reduce the settlement risks. In areas underlain by less than l 0 to 15 feet of debris fan soils, mainly 1he northern part of fue north parcel, additional compaction below the building foundation should not. be needed. A heavily reinforced mat foundation designed for large differential settlements or a deep foundation that extends dovtn to the underlying, dense river gravel alluvium could also be used to reduce the settlement risk. Eagle Valley Evaporite that underlies the project area is k:novvn to be associated with · sinkholes and localized ground subsidence in the Roaring Fork River valley. A sinkhole opened in the parking lot of the Pro Shop to the northwest of the project site in January 2005 and other irregular bedrock conditions have been identified in the affordable Job No. 105 115-6 -5- housing site to the west of the Villas north parcel. Indications of ground subsidence were not observed in the Villas development area that could indicate a risk of futnre ground subsidence but the variable depth of debris fan soils in Borings 6 through 9 and 15 in the north parcel could be the result of past subsidence. In our opinion, the risk of futnre ground subsidence in the Villas project area is low and similar to other areas of the Roaring Fork River valley where there have not been indications of ground subsidence. We understand that the potential for future ground subsidence in the project area is being evaluated by others. The southern part of the northern parcel should be further evaluated for potential sinkhole development considering the variable subsurface profile encountered in that area. Reco=endations for preliminary design of the proposed development are presented below. When the building plans have been developed, we should review the information for compliance with our recommendations. DESIGN RECOMMENDATIONS FOUNDATIONS Considering the subsurface conditions encountered in the exploratory borings and the nature of the proposed construction, we recommend the buildings be founded with spread footings bearing on at least 5 feet of compacted on-site debris fan soils or compacted structural fill. The feasibility of footings placed on the natural soils in the north parcel where the debris fan soils are less than about 10 to 15 feet deep should be evaluated prior to construction. If a mat foundation or deep foundation system is considered for building support, we should be contacted for additional recommendations. The design and construction criteria presented below should be observed for a spread footing foundation system. 1) Footings placed on at least 5 feet of compacted fill in deeper debris fan areas or on natural soils where there is less than 1 0 to 15 feet of the natural debris fan soils should be designed for an allowable bearing pressure of Job No. 105 115-6 -6- 1,500 psf. Based on experience, we expect initial settlement of footings designed and constructed as discussed in this section will be about 1 inch or less. Additional differential settlement between about 1 to 2 inches could occur in deeper fill areas or if the undisturbed debris fan soils are wetted. 2) The footings should have a minimum width of20 inches for continuous walls and 2 feet for isolated pads. 3) Exterior footings and footings peneath unheated areas should be provided with adequate soil cover above their bearing elevation for frost protection. Placement of foundations at least 36 inches below exierior grade is typically used in this area. 4) The foundation should be constructed in a "box-like" configuration rather than with isolated footings. The foundation walls should be heavily reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 14 feet. Fouodation walls acting as retaining structures should also be designed to resist lateral earth pressures as discussed in the "Foundation and Retaining Walls" section of this report. 5) The topsoil, existing uodocumented fill and any loose or disturbed soils should be removed. The soils should be subexcavated as needed to provide at least 5 feet of structural fill below the footing bearing level compacted to at least 98% of the maximum standard Proctor density within 2 percentage points of optimum moisture content. Where footings are placed on the natural soils, the exposed soils in footing area should be moistened and compacted. 6) A representative of the geotechnical engineer should evaluate the compaction of the fill materials and observe a!! footing excavations prior to concrete placement for bearing conditions. FOUNDATION AND RETAINING WALLS Foundation walls and retaining structures which are laterally supported and can be expected to undergo only a slight amount of deflection should be designed for a lateral Job No. 105 115-6 -7- earth pressure computed on the basis of an equivalent fluid unit weight of at least 55 pcf for backfill consisting of the on-site fme-grained soils. Cantilevered retaining structures which are separate from the buildings and can be expected to deflect sufficiently to mobilize the full active earth pressure condition should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of at least 45 pcffor backfill consisting of the on-site fme-grained soils. All fmmdation and retaining structures should be designed for appropriate hydrostatic and surcharge pressures such as adjacent footings, traffic, construction materials and equipment. The pressures reconunended above assume drained conditions behind the walls and a horizontal backfill surface. The buildup of water behind a wall or an upward sloping backfill surface w:ill increase the lateral pressure imposed on a foundation wall or retaining structure. An underdrain should be provided to prevent hydrostatic pressure buildup behind walls. Site walls w:ith a maximum backslope of 2 horizontal to 1 vertical should be designed for an active earth pressure of at least 60 pcf equivalent fluid unit weight Backfill should be placed in uuifonn lifts and compacted to at least 90% of the maximum standard Proctor density at a moisture content near optimum. Backfill in pavement and walkway areas should be compacted to at least 95% of the maximum standard Proctor density. Care should be taken not to overcompact the backfill or use large equipment near the wall, since this could cause excessive lateral pressure on the wall. Some settlement of deep foundation wall backfill should be expected, even if the material is placed correctly, and could result in distress to facilities constructed on the backfill. The lateral resistance of foundation or retaining wall footings w:ill be a combination of the sliding resistance of the footing on the foundation materials and passive earth pressure against the side of the footing. Resistance to sliding at the bottoms of the footings can be calculated based on a coefficient of friction of 0.35. Passive pressure cif compacted backfill against the sides of the footings can be calculated using an equivalent fluid unit weight of 3 00 pcf. The coefficient of friction and passive pressure values recommended above assume ultimate soil strength. Suitable factors of safety should be included in the Job No. 105115-6 -8 - design to limit the strain which will occur at the ultimate strength, particularly in the case of passive resistance. Fill placed against the sides ofthe footings to resist lateral loads should be compacted to at least 95% of the maximum standard Proctor density at a moisture content near optimum. FLOOR SLABS The natural on-site soils, exclusive of topsoil, and compacted structural fill Clll1 be used to support lightly loaded slab-on-grade construction. The natural soils are compressible when wetted l!l1d there could be some post-construction settlement. To reduce the effects of some differential movement, nonstructural floor slabs should be separated from all bearing walls and colnnms with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A minimum 4 inch layer of free-draining gravel should be placed beneath basement level slabs to facilitate drainage. This material should consist of minus 2 inch aggregate with at least 50% retained on the No. 4 sieve and less than 2% passing the No. 200 sieve. All fill materials for support of floor slabs above footing bearing level should be compacted to at least 95% of maximum standard Proctor density at a moisture content near optimum. Required fill can consist of fue on-site soils devoid of vegetation, topsoil and oversized rock. UNDERDRAIN SYSTEM Although free water was typically not enc01mtered during our exploration, it has been our experience in the area that local perched groundwater can develop during times of heavy precipitation or seasonal runoff. Frozen ground during spring runoff can create a perched condition. We recommend below-grade construction, such as retaining walls and basement areas, be protected from wetting and hydrostatic pressure buildup by an Job No. lOS 115-6 -9- underdrain system. An underdrain should not be provided around crawlspace and slab-on- grade areas. If installed, the drains should consist of drainpipe placed in the bottom of the wall backfill surrounded above the invert level with free-draiiling granular material. The dram should be placed at each level of excavation and at least 1 foot below lowest adjacent :fmish grade and sloped at a minimum 1% to a suiiable gravity outlet. Free-<L..-aini.TJ.g granular material used in the underdrain system should contain less than 2% passing the No. 200 sieve, less than 50% passing the No. 4 sieve and have a maximum size of 2 inches. The drain gravel backfill should be at least 1 \12 feet deep. An impervious membrane, such as a 20 mil PVC liner, should be placed beneath the drain gravel in a trough shape and attached to the foundation wall with mastic to prevent wetting of the bearing soils. SITE GRADING Extensive grading of the Villas area is proposed as part oftbe development plan. In addition, removal and replacement of the debris fan soils compacted is recollllllended in shallow fill areas to reduce the risk of excessive differential settlements and building distress. The structural fill should extend to at least 8 feet below design surface grade and to at least 2 feet below the water and sewer pipe invert levels. In addition, the water and sewer pipe joints should be mechanically restrained to reduce the.risk of joint separation in the event of excessive settlement. Excavation and compaction below footing bearing level may not be needed where the debris fan soils are less than 10 to 15 feet thick. The structural fill materials below footing bearing level should be compacted to at least 98% of the maximum standard Proctor density within 2 percentage points of optimum moisture content. Prior to fill placement, the sub grade should be carefully prepared by removing the existing fl.ll, all vegetation and topsoil and compacting to at least 95% of the maximum standard Proctor density at near optimum moisture content The fill should be benched into slopes that exceed 20% grade. Based on our experience with the Phase 1 development, shrinkage of the debris fan soils due to compaction is expected to be about 15% to 20%. Job No. 105115-6 -10- Permanent unretained cut and ftll slopes should be graded at 2 horizontal to 1 vertical or flatter and protected against erosion by revegetation or other means. This office should review site grading plans for the project prior to construction. SURF ACE DRAINAGE Precautions to prevent wetting of the bearing soils such as proper backfill construction, positive backfill slopes, restricting landscape irrigation and use of roof gutters need to be taken to help limit settlement and building distress. The following drainage precautions should be observed during construction and maintained at all times after each residences have been completed: 1) Inundation of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. The slope should be at least 6 inches in the first 5 feet in unpaved areas and at least 3 inches in the first 10 feet in paved areas. Drain gravel of retaining walls should be capped with at least 2 feet of the on-site soils to reduce surface water infiltration. 4) Roof gutters should be provided with downspouts that discharge beyond the limits of the foundation wall backfilL 5) Landscaping which requires regular heavy irrigation, such as sod, should be located at least 5 feet from foundation walls. Consideration should be given to use ofxeriscape to reduce the potential for wetting of soils below the building caused by irrigation. Job No. 105115-6 • 11 - PAVEMENT SECTION The upper soils encountered at the site consist of low plasticity sand, silt and clay that are considered a poor support of pavement sections. A Hveem stabilometer 'R' value of 15 was assumed for the native soils and required imported soils. The traffic loadings for the Villas development have not been provided but are assumed to be relatively light for the service traffic loading condition, after the construction phase. Based on these conditions, a preliminary pavement section consisting of 3 inches of asphalt on 8 inches of CDOT Class 6 base course for the main drives and 3 inches of asphalt on 6 inches of CDOT Class 6 base course for automobile only parking is recommended. We can review the pavement section design when the roadway subgrade has been graded and the traffic loadings have been determined. LIMITATIONS This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no wa:r.ranty either express or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory borings drilled at the locations indicated on Figures 1 and 2, the proposed type of construction and our experience in the area. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. ffthe client is concerned about MOBC, then a professional in this special field of practice should be consulted. Our frndings include interpolation and extrapolation of the subsurface conditions identified at the exploratory borings and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear differenl from those described in this report, we should be notified so that re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during lob No. 105 115-6 / -12- construction to review and monitor the implementation of our reco=endations, and to veri:f)> that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recommendations presented herein. We reco=end on-site observation of excavations and foundation bearing strata and testing of structural fill on a regular basis by a representative of the geotechnical engineer. Respectfully Submitted, HEPWORTH-PAWLAK GEOTECHNICAL, INC. Steven L. Pawlak, P.E. Reviewed by: Daniel E. Hardin, P .E. . SLP/ksw cc: High Country Engineering-Attn: Scott Gregory S.K. Peightal Engineers-Attn: Jack Albright Job No. 105 115·6 105115-6 LOCATION OF EXPLORATORY BORINGS VILLAS NORTH PARCEL Figure 1 105115-6 ~ HEPWOR'n+PAWLAK G£0T.ECHt'JlCA.l. LOCATION OF EXPLORATORY BORINGS VILLAS SOUTH PARCEL Figure 2 0 5 10 1i) "' )L I' /.C: 0. Q) 0 15 20 25 105115-6 BORING 1 ELEV.= 5952' 20/12 WC=4.5 DD=106 20/8,30/4 BORJNG2 ELEV.= 5950' 20/12 WC=6.2 00=93 ·200=85 25/4,10/0 BORING3 ELEV.= 5944' 24/12 WC=5.1 DD=94 Note: Explanation ol symbols is shown on Figure 9. BORING4 ELEV. = 5946' 25/12 WC=7.1 DD=104 -200=83 LL=28 Pl=11 20/6,40/6 T ~1 LOGS OF EXPLORATORY BORINGS He worth-Powlok Geotechnlcal 0 5 10 (;) <D lL ' *& 15 <D 0 20 25 Figure 3 0 5 10 15 20 " Q) u. '' !.c /Q. <D 0 25 30 35 40 105115-6 BORINGS ELEV. = 5950' 11/12 16/12 wc~9.3 DD=100 ·200=54 17/12 ELEV.~ 5953' 15/12 12/12 WC=10.3 -200=50 10/12 .WC=18.2 DD=108 -200=73 _o_ 2 - DUI~II'\:> 7 ELEV.= 5954' 7/12 14/12 WC=16.3 DD=108 -200=62 32/12 7/12 WC=17.7 DD=107 ·200=74 •. :: . .: Note: Explanation of symbols is shown on Figure 9. 1D a; .c 0. Q) 0 LOGS OF EXPLORATORY BORINGS Figure 4 0 5 10 a; 11:: )£ it 0 15 20 25 105115-6 BORING9 ELEV. = 5942' 24112 18/12 28/12 10/12 WC=11.4 DD=104 BORING10 ELEV. = 5938' 18/12 WC=4.0 D0=96 10/12 60/12 BORING 11 ELEV.= 5943' 9/12 11/12 WC=15.5 00=109 -200=76 7/12 3/6,15/6 Note: Explanation of symbols is shown on Figure 9. BORING 12 ELEV. = 5938' 33/i2 WC=6.1 00=117 43/12 14/12 ~ LOGS OF EXPLORATORY BORINGS He worth-Powlok Geotoehnlcol 0 5 10 a; d: ' £i 0. 15 ()) 0 20 25 Figure 5 0 5 10 15 1i) IE 20 . .c a " 0 25 30 35 40 105115-6 BORING 13 ELEV. ~ 5944' 22/12 T BORING 14 ELEV.= 5937' 26/12 WC=8.5 00=109 -200=91 LL=31 Pl=13 20/6,30/3 BORING 15 ELEV.= 5950' 15/12 WC=14.3 00=112 9/12 WC=14.5 -200=71 10/12 WC~14.4 00=112 +4=17 -200=58 24/12 32/12 Note: Explanation of symbols is shown on Figure 9. BORING 16 ELEV.= 5968' 1·5/6,35/5 47/12 33/12 WC=3.2 +4=34 -200=42 18/12 ~ch LOGS OF EXPLORATORY BORINGS HEPWOR'i1+PAWLAK GEO'f'lroHNICAl.. 5 1i) 20 "' u. ' % Q) 0 25 Figure 6 0 5 10 15 1i5 "' u. £ .Q. \Q) .0 20 25 30 35 105115-6 BORING 17 ELEV.= 5963' 52/12 34/12 WC=5.9 DD=115 23/12 50/3 BORING 18 ELEV.= 5968' 38/12 40/12 WC=3.6 DD=104 -200=58 42/12 WC=3.6 DD=109 45/12 BORING 19 ELEV.= 5962' 13/12 30/12 WC=1.7 DD=120 +4=38 -200=26 Note: Explanation of symbols is shown on Figure 9. BORING20 ELEV.= 5967' 18/6,2513 WC=1.9 DD=103 -200=36 55/12 ~ LOGS OF EXPLORATORY BORINGS He worth-Paw!ak G~otechnlcol 15 ~ ..c: 15. "' 20 0 Figure 7 1 u.. ' ,:g :., 'o 0 5 10 15 20 25 30 BORING21 ELEV. = 5976' 52/12 15/12 43/12 WC=3.3 DD=108 15/12 BORING 22 BORING 23 BORING 24 ELEV.= 5957' ELEV.= 5985' ELEV.= 5985' 21/12 52/12 39/12 WC=3.3 WC=1.3 +4=38 ·200=27 -200=23 30/6,25/3 57/12 20/12 WC=2.6 ·200=46 28/12 40/12 WC=3.4 00=109 Note: Explanation of symbols is shown on Figure 9. BORING25 ELEV. = 5990' 20/6,30/3 27/12 WC=4.6 00=105 ·200=62 30/12 WC=4.1 DD=112 ·200=64 50/6,10/0 105115-6 ~ LOGS OF EXPLORATORY BORINGS Hll:PWQif11+P.AWLAKGE:O'Il'.:Ct00CAL 0 ] 5 10 15 OS (j) lL. ' .c 15.. (j) 0 20 25 30 Figure 8 LEGEND: 39/12 0,2 T NOTES: FILL; silty sandy gravel, loose to medium dense, slightly moist, brown. TOPSOIL; root zone, sandy silt, slightly moist, brown. SILT AND CLAY (ML-CL); slightly sandy to sandy, scattered gravel, some sandy clay, stiff to very stiff, slightly moist, very moist with depth at Borings 6, 7 and 15. mixed brown, slightly calcareous and porous, low plasticity. SAND AND SILT (SM-ML); scattered gravel to gravelly, loose to medium dense, slightly moist, light brown. SAND AND GRAVEL (SM-GM): silty, some sandy silt layers, medium dense, brown, subangular to rounded rock. GRAVEL, COBBLES AND BOULDERS (GM-GP); slightly silty, dense, typically moist, wet at Borings 4 and 15, brown, rounded rock. SILTSTONE AND GYPSUM: medium hard to hard, moist, gray and white. Eagle Valley Evaporite. Relatively undisturbed drive sample; 2-inch J.D. California liner sample. Drive sample; standard penetration test (SPT), 1 3/8 inch I.D. split spoon sample, ASTM D-1586. Drive sample blow count; indicates that 39 blows of a 140 pound hammer falling 30 inches were required to drive the California or SPT sampler 12 inches. Free water level in boring and number of days following drilling measurement was taken. Depth at which boring had caved when checked on July 8 , 2005. Practical drilling refusal. Where shown above bottom of log, indicates that multiple attempts were made to advance the boring. 1. Exploratory borings were drilled on July 6, 7 and 8, 2005 with 4-inch diameter continuous flight power auger. 2. Locations of exploratory borings were measured approximately by pacing from features shown on the site plan provided. 3. Elevations of exploratory borings were obtained by interpolation between contours shown on the site plan provided. 4. The exploratory boring locations and elevations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory boring logs represent the approximate boundaries between material types and transitions may be gradual. 6. Water level readings shown on the logs were made at the time and under the conditions indicated. Fluctuations in water level may occur with time. Groundwater was only encountered in Borings 6 and 15. 7. Laboratory Testing Results: WC = Water Content (%) DO = Dry Density (pc~ +4 = Percent retained on the No. 4 sieve 105115-6 ~ H('!P:~orth-Powlok Geotechnlcol -200 = Percent passing No. 200 sieve LL = Liquid Limit (%) PI = Plasticity Index (%) LEGEND AND NOTES Figure 9 ' Moisture Content = 4.5 perc ent Dry Density = 106 pel Sample of: Sandy Silt and Clay From: Boring 1 at 4 Feet 0 if -c 1 0 ---Compression ·w ~ "' upon ~ ~"--. wetting a. 2 E '\ 0 0 3 j 0.1 1.0 10 100 APPLIED PRESSURE-ksf 105115-6 ~ HePWorth-Powlok Geotechntcal SWELL-CONSOLIDATION TEST RESULTS Figure 10 Moisture Content ~ 5.1 perc ent Dry Density = 94 pcf 0 Sample of: Sandy Silt ----. From: Boring 3 at 4 Feet 1 2 3 -Compression upon 4 wetting 5 6 *-1\ c: .Q <n 7 [ . E 0 8 0 9 10 \ 11 \ \ 12 \ 13 14 1\ 15 • 0.1 1.0 10 100 APPLIED PRESSURE • ksf 105115-6 ~ t-teP'Worth-Powlok Geotechnical SWELL-CONSOLIDATION TEST RESULTS Figure 11 ( \ Moisture Content ~ 4.0 perc ent ' Dry Density ~ 107 pel 0 Sample of: Very Silty Sand --~ 1--r--r-. From: Boring 8 at 4 Feet 1 -2 Compression if-uoon c: 3 \.. wetting ·~ ""' [ E 4 8 \ 5 1\ \. 6 !\ 7 0.1 1.0 10 100 APPLIED PRESSURE-ksl ' Moisture Content ~ 11.4 perc ent Dry Density ~ 104 pcf Sample of: Sandy Silt From: Boring 9 at 19 Feet 0 1---'if. 1 c: ~ Compression ·~ upon "' 2 wetting 1': Q. I~ E ~ 0 () 3 '\ 4 0.1 1.0 10 100 APPLIED PRESSURE -ksl 105115-6 ~ SWELL-CONSOLIDATION TEST RESULTS Figure 12 He.OWorth-Powlok Geoteehnteo1 0 r---Moisture Content -4.0 perc ent r--r--Dry Density = 96 pel 1 Sample of: Sandy Silt From: Boring 10 at 4 Feet 2 r-r--r-- if 3 Compression § ""' upon ·o; wetting "' 4 :!! "\ a. E 0 0 5 '\ 6 \ 7 1\ 8 0.1 1.0 10 100 APPLIED PRESSURE-ksf ; Moisture Content = 6.1 perce nt Dry Density = 117 pel Sample of: Sandy Silty Clay * c: From: Boring 12 at 4 Feet ·~ 1 c ! --1----, 0 ' ~ h c: P...., 0 ·o; "' 1 5. E Ex pans on 0 upon 0 wetting 2 0.1 1.0 10 100 APPLIED PRESSURE-ksf 105115-6 ~. SWELL-CONSOLIDATION TEST RESULTS Figure 13 Hfilp'Worth Pawlak Qeotechn!ca\ Moisture Content = 8.5 perce nt I Dry Density = 109 pol Sample of: Slightly Sandy Silty Clay From: Boring 14 at 4 Feet 2 * c: 0 1 r-.... "iii c: ' <1! ~ Jj " """ ' 0 c: I~ " 0 ", "iii "' 1 1£ Q. Expans1 r E 0 upon 0 wetting 2 0.1 1.0 10 100 APPLIED PRESSURE -ksf Moisture Content = 5.9 perc ent Dry Density = 115 pol Sample of: Sandy Silty Clay From: Boring 17 at 9 Feet 0 * c -~ 1 ~ ::--Q. tD ............ ' 0 c: Expansion """ -~ upon ~ "' 1 wetting !!! Q. E 8 2 0.1 1.0 APPLIED PRESSURE -ksf 10 100 105115-6 ~ SWELL-CONSOLIDATION TEST RESULTS Figure 14 H£PWOIU1+PAWLAK GeO'fECHNlCAL \ Moisture Content = 3.6 percent Dry Density = 109 pel Sample of: Sandy Silt and Clay From: Boring 18 at 14 Feet 0 * 1 ~ <: F c: ~ f-No movement ·~ "' ~ upon [ 2 wetting E '> 0 C) 3 0.1 1.0 10 100 APPLIED PRESSURE-ksf ) Moisture Content = 3.3 percent Dry Density = 108 pcf Sample of: Sandy Silt and Clay From: Boring 21 at 14 Feet 0 Compression * ·.------/ !-upon 1 1--wetting c: ~ 0 ·a; "' ~ 2 D. ""' E ~ 0 () 3 "" ! 0.1 1.0 10 100 APPLIED PRESSURE -ksf 105115-6 ~ SWELL-CONSOLIDATION TEST RESULTS. Figure 15 HePWorth-Pawlak Geotfilchnlco\ Moisture Content = 3.4 perc ent Dry Density = 109 pot Sample of: Sandy Silt and Clay From: Boring 22 at 19 Feet * 0 -I--1--. c --0 ~ ·;;; 1 "' ~ 1'-, No movement Q. E upon 8 2 wetting 0.1 1.0 10 100 APPLIED PRESSURE -ksf ! Moisture Content = 4.6 perc ent Dry Density = 105 pet Sample of: Sandy Sitt and Clay From: Boring 25 at 9 Feet * 0 c: R:---0 ·;;; t---. "' 1 ~ ~ """ E i'-, 8 2 No'movement upon wetting 0.1 1.0 10 100 APPLIED PRESSURE-ksf 105115-6 ~ Hl'!.:PWOR"11i-P Awt..AK GI!OTECHNlCAL SWELL-CONSOLIDATION TEST RESULTS Figure 16 I HYDROMETER ANALYSIS I SIEVE ANALYSIS I .. ! TIME READINGS I U.S. STANDARD SERIES I CLEAR SQUARE OPENINGS ! .. 24HR. 7HR 3/8" 3/4' 1 1/Z' 3' 5"8' 8" 45 MIN. 15 MIN. 60MJNj9MIN,4 MIN. 1 MIN. #200 #100 #50 #30 #16 #8 #4 0 '"' 10 "' 0 2() " w CJ z 30 " z ~ 1ii (/) a: 40 ., ct. 1-1-z 50 " z ll.! w 0 0 a: 60 " ffi w CL 0... 70 " 80 20 90 .. 100 0 "'' .. 002 .oos ·"" .019 ·"' ,074 ·'"' ·"" .wo t.l8 '·" 4.75 9.5 12.5 IS.O 37.5 16.2 "' "" "' DIAMETER OF PARTICLES IN MILUMETERS CIAYTOSilT I ""' !""""'I !;;!AA\IEl I coosu;s r!Nt I MEOrt.lM FIN~ I coAf.\Sr: GRAVEL 17% SAND 25 % SILT AND CLAY 58 % LIQUID LIMIT % PLASTICITY INDEX % SAMPLE OF: Sandy Gravelly Silt FROM: Boring 15 at 14 Feet ·, I HYDROMETER ANALYSIS I SIEVE ANALYSIS I ' I 2i ~. 7 HR TIME READINGS I U.S. STANDARD SERIES CLEAR SQUARE OPENINGS i· 45 . 15 MIN. 60MINl9MIN.4 MIN. 1 MIN. #200 #100 #50 #30 #16 #8 #4 3/8' 3/4" 11/2' 3" 5'6' 0 100 10 90 0 20 80 UJ CJ z 30 70 z ~ (ij (f) ll.J 40 60 rt a: !z 1- 50 50 [i w 0 0 a: 60 40 ffi w 0.. 0.. 70 30 80 20 90 10 100 0 .001 .002 .005 .009 .019 .037 .074 .150 .300 .600 1.18 2.36 4.75 9.,2.519.0 37.5 76.2 12"752 203 DIAMETER OF PARTICLES IN MILUMETERS ClAYTOSl!.T ""'' GRAVEl coseu:s FINE MEl),VM COAASE ""' COM" GRAVEL 34% SAND 24 % SILT AND CLAY 42 % LIQUID LIMIT % PLASTICITY INDEX % ' SAMPLE OF: Sil1v Sand and Gravel FROM: Borino 16 at 14 Feet 105115-6 ~ HEPWOR'Jli-PAWLAJ( GEOTEcHNICAl. GRADATION TEST RESULTS Figure 17 I HYDROMETER ANALYSIS SIEVE ANALYSIS .. [ TIME READINGS I U.S. STANDARD SERIES I CLEAR SQUARE OPENINGS 8\ ~5H~IN. 1SH~N 60MIN19MIN.4 MIN, 1 MIN. #200 #100 #50 #30 #16 #8 #4 3/6" 3/4' 1 1/2" 3' 5"6" '! 0 ""' 10 " 0 20 " w Cl z 30 " z ffi i7.i w 0: 40 "' tf. ~ 1- 50 " z w a? (.) 60 " 0: w w a. a. 70 " 80 20 90 " 100 0 ·""' "' .005 ·""' ,\)19 .<m ,074 ·"" ·"" ·""' 1.18 2.SS 4.15 S.5 l:!;S 19.0 37.$ 16..2 "' "" "' DIAMETER OF PARTICLES IN MILLIMETERS CLAYTOSI.'t ""'' GAAva COBSLES ""' MCOI\JM COAAse ""' COAASE GRAVEL 38% SAND 36 % SILT AND CLAY 26% LIQUID LIMIT % PLASTICITY INDEX % SAMPLE OF: Silty Sand and Gravel FROM: Boring 19 at 9 Feet HYDROMETER ANALYSIS I SIEVE ANALYSIS R 7 HR TIME READINGS I U.S. STANDARD SERIES I CUEAR SQUARE OPENINGS ~. ~ IN.15 MIN. 60M!Nj9MIN.4MIN.1 MIN. #200 #100 #50 #30 #16 #8 #4 3/8" 3/4" 1 1/2' 3" 5~6· 0 100 10 90 0 20 80 w Cl z 30 70 z ffi i7.i 40 60 ~ 0: 1-1-z 50 so m w (.) ~ (.) 0: 50 40ffi w CL CL 70 30 so 20 90 10 100 0 .001 .002 .005 .009 .019 .037 .074 .150 .300 .600 1.18 2.36 4.75 9.512.519.0 37.5 76.2 12}52 203 DIAMETER OF PARTICLES IN MILLIMETERS CLAYTOS!..T ""' """"' CO!lotE$ FINE MEOII..N COMSE fiNE COARSE GRAVEL 38 % SAND 39 % SILT AND CLAY 23 % LIQUID LIMIT % PLASTICITY INDEX % ' SAMPLE OF: Silty Sand and Gravel FROM: Borino 22 at 4 Feet 105115-6 ~ GRADATION TEST RESULTS Figure 18 HEPWOR"fl+PAWI..AK GEOTECHNICAL . ___ __,. HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 1 Job No. 105 115·6 SUMMARY OF LABORATORY TEST RESULTS age 0 p 1 f 3 SAMPLE LOCATION NATURAL NATURAL GRADATION PERCENT ATTERBERG UMITS UNCONFINED MOISTURE DRY GRAVEL SAND PASSING LIQUID PLASTIC COMPRESSIVE SOIL OR BORINGS DEPTH CONTENT DENSITY NO. 200 LIMIT INDEX STRENGTH BEDROCK TYPE (%) (%) SIEVE (tt) (%)_ {pcf) (%) (%) !PSF) 1 4 4.5 106 Sandy silty and clay 2 4 6.2 93 85 Sandy clayey silt 3 4 5.1 94 Sandy silt 4 4 7.1 104 83 28 11 Sandy silty clay 5 8 1/2 9.3 100 54 Silt and sand with gravel 6 14 10.3. 50 Very silty sand and gravel 24 18.2 106 73 Sandy silt 7 9 16.3 108 62 Sandy silt 24 17.7 107 74 Sandy silt 8 4 4.0 107 Very silty sand 14 6.6 117 44 Very silty sand HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 1 Job No. 105 115-6 SUMMARY OF lABORATORY TEST RESULTS age 0 p 2 f3 SAMPLE LOCATION NATURAL NATURAL GRADATION PERCENT ATTERBERG LIMITS UNCONFINED MOISTURE DRY GRAVEL SAND PASSING LIQUID PLASTIC COMPRESSIVE SOIL OR BORINGS DEPTH CONTENT DENSITY NO. 200 LIMIT INDEX STRENGTH BEDROCK TYPE {%) (%) SIEVE (ft:) (%) (pcf) (%) (%) (PSF) 9 19 11.4 104 Sandy silt 10 4 4.0 96 Sandy silt - 11 9 15.5 109 76 Sandy clayey silt 12 4 6.1 117 Sandy silty clay 14 4 8.5 109 91 31 13 Slightly sandy silty clay . 15 4 14.3 112 Sandy silty clay 10 . .14.5 71 Sandy silty clay 14 14.4 112 17 25 58 Sandy gravelly silt 16 14 3.2 34 24 42 Silty sand and gravel 17 9 5.9 115 Sandy silty clay ~····· HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 1 Job No. 105 115·6 SUMMARY OF LABORATORY TEST RESULTS age 0 p 3 f 3 SAMPLE LOCATION NATURAL NATURAL GRADATION PERCENT ATTERBERG LIMITS UNCONFINED MOISTURE DRY GRAVEL SAND PASSING LIQUID PLASTIC COMPRESSIVE SOIL OR BORINGS DEPTH CONTENT DENSITY N0.200 liMIT INDEX STRENGTH BEDROCK TYPE (%) (%) SIEVE (It) (%) . (pc:Q (%) (%)_ (PSF) 18 9 3.6 104 58 Sandy silt with gravel 14 3.6 109 Sandy silty and clay 19 9 1.7 120 38 36 . 26 Silty sand and gravel 20 4 1.9 103 36 Silty sand and gravel 21 14 3.3 108 Sandy silt and clay 22 4 3.3 38 39 23 Silty sand and gravel 19 3.4 109 Sandy silt and clay Silty sand and gravel 23 4 1.3 27 Silty sand and gravel 24 9 2.6 46 Very silty sand with gravel 25 9 4.6 105 62 Sandy silt and clay 14 4.1 112 64 Sandy silty and clay EXHIBIT A THE 4c~gEJ:" C()I,.LF;CIJQJS , ..... FREEDOM PROQRAM,ICI~$~U,C,gJ:'(;()!II!RA:CT I ~pn.~ .2oo · ·· • THIS CONSTRUCTION CONTRACT ("Contract") is made and entered into between IRONBRJDGE ASPEN COLLECTION LLC, a Colorado limited liability company ("Contractor"), whose address is 410 Ironbridge Road, Glenwood Springs, Colorado 81601, whose telephone number is (970) 945-4300, and whose facsimile number is (970) 928-8865, and 1\JO.S lo ' ' · .flcope.cti e:;, L~ ("Owner"), whose address is k&OO lf§hw~ RZ,. '5tll '-1; l!iteou.Jccd-¥>o{k¥~ose telephone number is 'i' 7-f• 8'3 6! and whose facsimile number is q Z.&-9'3"1"1 . This Contract is entere!\Jto tfils fZ 11 -i:ay of~ n'/ , 200ft ("Effective Date"). This Contract is entered into in connection with and pursuant to Contractor and Ownerts Freedom Program Purchase and Sale Agreement dated A p ri I 1-' zooa. Terms defined in the Freedom Program Purchase and Sales Agreement and used in this Contract shall hold the same definition in this Contract. The construction of the Residence on the Lot~ each as defined jn the Freedom Program Purchase and Sale Agreement shall be referred to herein as (the "House'). l. Contactor's Scope of Work. Contractor's scope of work shall consist of construction services for the House as set forth below, which collectively shall be referred to herein as the "Work." 2. Plans a. Contractor has prepared the foliowing drawings, consistent with other homes in the Project, as defined in the Freedom Program Purchase and Sate Agreement, and constructed by Contractor: i. ..z:f,_~ H. iii. -----(collectively, the "Plans"). 3. Construction Services a. Contractor shall procure and pay for all pennits, licenses, approvals and inspections required for the House. b. Contractor shall provide or cause to be provided all labor, materials, equipment and services to construct the House in a workmanlike manner, consistent with homebuilding industry standards in Garfield County, pursuant to the Plans. Contractor shall not be responsible for furnishing or constructing any improvements or performing any work unless the same are specifically set forth in the Plans or in this Contract. 4. Owne(s Responsibilities a. Owner shall cooperate with Contractor in securing any pennits, licenses, approvals and inspections for the House. b. Upon Contractor's request, Owner shall provide all "Requested Information" to Contractor in a timely manner, and shall be available to meet with Contractor to approve plans and review the progress of the Work. Requested Infonnation shall include, but not necessarily be limited to: i. proof of financing ii. Design and Architectural Option selections by the associated design selection dates iii. change order requests iv. proof of necessary insurance c. Owner specifically agrees and acknowledges that financing for the House is the sole and exclusive obligation of Owner, and Owner's ability to obtain financing is not a condition precedent to Owner 1S obligations set forth in this Contract. Owner represents that Owner is qualified to obtain such financing and/or has available funds in the amount necessary to complete the House. Owner agrees to promptly seek and obtain any and all required financing for the House. Owner agrees to provide Contractor with proof, satisfactory to Contractor, that Owner's financing for the House has been finalized, and agrees that Contractor is not obligated to proceed with construction on the House until such proof is delivered to Contractor and the Closing of the Lot has occurred. Form Date: 2115/08 15 OF 23 d. Owner agrees not to let or enter into any other contracts in connection with the House or the Lot without the prior written approval of Contractor. Owner acknowledges and agrees that entering into any contract or permitting any other contractor onto the Lot may impede the Contractor's ability to manage the cost of the House and timely complete performance of the Work as contemplated herein. Violation of this provision~ sha11, in addition to any other remedies set forth herein, pennit Contractor to exercise its termination rights as specified herein. e. Within three (3) days after substantial completion of the Work, Owner shall notify all utility suppliers that Owner is responsible for utility expenses from and after the date of substantial completion. 5. Time a. Without limiting the foregoing, Owner agrees to provide all Requested lnformation to Contractor to start construction within three (3) months ofthe date on which the Closing ofthe Lot occurs. Should Owner delay commencement construction beyond said three (3) months, Owner sha11 pay Contractor the sum of Five Thousand Dollars ($5,000.00) per month, allocated for fractional portions of months ("Extension Fee"). The parties hereby agree that Contractor's actual damages for such Owner delay cannot be calculated now with certainty, and that Liquidated Damages are a reasonable estimate thereof. b. Provided that Owner has complied with all of its obligations hereunder, including but not limited to timely payment of alJ sums due to Contractor, and Owner has secured financing for the House and delivered satisfactory proof thereof to Contractor, and Closing of the Lot has occurred, Contractor shall commence construction at the House Site within sixty (60) days after the issuance of a building permit in the Owner's name, as evidenced by accurate installation of the foundation fonns (the "Commencement Date"). c. Substantial Completion of the House shall occur within ten (l 0) months after the Commencement Date (the «Completion Date"). The Completion Date may be extended on account of: i. labor disputes; ii. fire or other damage to the House, including interior damage; iii. material or labor shortages; iv. transportation delays; v. governmental action; vi. unusual weather conditions; vii. change orders or delays caused by Owner; viii. the failure of Owner to provide information and/or approvals in a timely manner; or ix. any other causes which are beyond Contractor's control or which may otherwise justify the delay; and x. Force Majeure events. d. Without limiting the foregoing~ Owner agrees to provide all required infonnation to Contractor to substantially complete construction by the Completion Date. Should either party delay Substantial Completion of the House beyond the Completion Date, the delaying party shall pay the other party the sum of five Thousand Dollars ($5,000.00) per month, allocated for fractional portions of months as an Extension Fee. The parties hereby agree that actual damages for such delays cannot be calculated now with certainty, and that these Liquidated Damages are a reasonable estimate thereof. 6. Ownership of Plans. Owner agrees and acknowledges that the Plans, and any amendments or revisions thereto, are and shall remain the sole and exclusive property of Contractor, and Owner agrees not to sell, transfer, assign. use. copy or share the same with any person or entity without the prior and express written consent of Contractor, which may be withheld in Contractor's sole discretion. 7. Contract Price. Ownershall pay Contractor the sum of '1W tJ h v n dr e.d ./-wen h ·r-e -h ou5 a rw:/. .f!J)eo/-u ey;e AJ0/10o Dollars ($U5-.00) ("Contract Price") for performance of a. the Work~hich amount shall be paid in accordance with the payment provisions set forth in this Contract. b. Owner acknowledges that upon the execution of any change orders during the course of construction, the Contract Price may increase, and in such event Owner shall pay to Contractor such increase upon execution of the change order 1 and prior to Contractor's performance of any work in connection with the change order. 8. Payment Procedure. a. Owner shaH make, or cause Owner's lender to make, progress payments for the Work in accordance with the schedule attached hereto as Exhibit A~ 1 ("Draw Schedule'') or at any intermediate point based on the percentage of completion of work at that time identified by inspection. Progress payments shall be delivered to Contractor within Fonn Date: 2/15/08 16 OF 23 five (5) days after Owner's receipt of Contractor's request for payment, which requests for payment shall include a blanket lien waiver statement relating to all parties who provided labor and/or materials applicable to the previous request for payment. b. In the event that at any time the amount of Owner's loan available for distribution is 1ess than the amount of the Contract Price remaining to be paid, Owner shall deposit the difference into a construction control account and execute a customary construction control agreement with respect to the holding and distribution of said sum prior to Contractor's obligation to commence or continue construction at the House Site. Owner shall be responsible for the payment of any fees in connection with the construction control. c. Within ten (10) days after substantial completion of the Work, Owner shall pay all remaining amounts due under this Contract. d. All monies not paid when due as provided herein shall bear interest at the rate of eighteen percent ( 18%) per annum. e. In the event any installment is not paid when due, Contractor may exercise any remedy set forth in this Contract or exercise any other legal and/or equitable rights which may be necessary or appropriate to enforce this Contract. 9. Changes in the Work a. Buyer understands, acknowledges and agrees that the Contract Price includes only the items set forth in the document attached hereto as Exhibit B ("Features List"). These are referred to herein as ("Standard Selections"). b. Additions, upgrades~ and/or optional items which are made available to Owner shall be selected, contracted and paid for in a separate contract with Contractor or by Change Order. c. Contractor may offer pre-designed and priced options for each Residence to Owner. i. Options which change the architectural design of the Residence, such as an additional garage bay, are referred to as architectural options ("Architectural Options"). ii. Options which change the materials and colors of the Residence, such as carpet type and/or color, are referred to as design options ("Design Options"). 111. Together these are often referred to as ('~Options'). d. Changes to the Work that are not a pre-designed and priced Architectural Option or Design Options are referred to as change orders ("Change Orders"). L All change orders shall specify the following: 1. the change in the Work, 2. the adjustment to the Contract Price, if applicable, and 3. the adjustment to the Completion Date, if applicable. e. Changes in the Work can only occur by purchasing an Architectural Option, purchasing a Design Option or by written Change Order prepared and approved by Contractor. f. Options will be offered to the Owner, provided the following conditions have been adhered to: i. Options must be selected in a timely manner. Each Option is assigned one of three dates which are referred to as Design Selection I ("DSl"), Design Selection 2 ("DS2") and Design Selection 3 ("DS3"). DSl is seven (7) days after closing, DS2 is forty five (45) days after closing and DS3 is ninety (90) days after closing. ii. Should Owner fail to select Options on or before the applicable design selection date, Seller shall have the right to either stop work, install the standard selection or deny the Option. iii. Options and Change Orders shall be selected subsequent to the execution of this Agreement.. Payment in the amount of 100% of the price of each Option or Change Order shall be due when each Option or Change Order is ordered. g. ALL PAYMENTS FOR OPT!ONS AND CHANGE ORDERS ARE NON-REFUNDABLE TO OWNER h. All Option purchases and Change Orders shall be executed by both the Owner and the Contractor and paid for by Owner, prior to the commencement of the work set forth therein. i. In the event that any increase in the cost of construction arises because of a change in applicable governmental regulations taking effect after the date of this Contract, such revision or condition shall be the basis for a Change Order and Contractor shall receive appropriate compensation for making such change. I 0. Possession and Use of the Lot. Upon the Closing of the Lot, Owner is deemed to have conveyed to Contractor an absolute and exclusive right to possess and use the Lot. Owner shall not enter the Lot unless accompanied by an authorized representative of Contractor. Owner shall not instruct, direct or otherwise contact Contractor's laborers1 subcontractors or consultants. Contractor shall permit access to the Lot by inspectors of Owner's lender. Contractor shall return possession of the Lot to Owner at the time that all payments and obligations required of the Owner have been fully paid and performed by the Owner. If possession of the House and Lot is taken by the Owner before Owner's obligations set forth in this Contract are fully perfonned and without the prior written consent of Contractor, Owner shall be deemed to have accepted the Work as complete and satisfactory, in compliance of ali of Contractor's obligations hereunder. Form Date: 2/!5/03 170F 23 ll. Walk Through. a. Upon notice from Contractor to Owner, Owner and Contractor shall schedule a walk-through of Owner's home and shall compile a list of any items which are materially not in accordance with approved plans and specifications~ or do not materially confonn to Garfield County standards. Contractor shall repair, replace or otherwise remedy the items within a reasonable time after Substantial Completion. b. Notwithstanding the fact that additional work may be required to correct the items, if the House has reached Substantial Completion, then no funds shall be withheld from Contractor for these items. c. After Substantial Completion, the Limited Seller's Warranty included in the Freedom Program Purchase and Sale Agreement shall apply. 12. No Assignment. This Contract shall not be assigned by Owner or Contiactor to any other party except after the prior written consent of Owner or Contractor, which consent may be reserved in Owner~s or Contractor's sole discretion. 1f Owner or Contractor assigns any of Owner's or Contractor's rights under this Contract to any other party in violation of this provision, said assignment shall be void and of no effect~ and Owner shall be in default hereunder. Notwithstanding the foregoing, Contractor consents to a collateral assignment of this Contract to Owner's lender pursuant to Owner's agreement with i1s lender. 13. Insurance. a. Owner shall procure and maintain during the term of this Contract the following policies of insurance: i. Course of Construction insurance in the amount ofthe Contract Price; ii. Homeowner's insurance, and a fire and extended risk insurance policy, covering the House and Lot, in an amount not less than the Purchase Price, together with insurance covering loss or damage to Owner's personal property, and Owner~s personal liability for injuries which may be sustained within the Property; and m. Comprehensive General Liability insurance in the amount of$1,000,000. b. Contractor shall maintain during the term of this Contract: i. Workers compensation insurance, as required by Jaw. 14. Termination of the Contract upon Termination of the Freedom Plan Purchase and Sale Agreement. This Contract shall be deemed terminated upon the termination of the Freedom Plan Purchase and Sale Agreement for any reason. In such event, unless the cause of such termination is the default of Contractor as seller under the Freedom Plan Purchase and Sale Agreement, Contractor shall be entitled to retain all other amount(s) previously paid to Contractor or otherwise due to Contractor under this Contract. 15. Contractor's Right to Stop Work and Terminate Contract. In addition to all other remedies set forth in this Contract, in the event that any payment is not made in full within five (5) days after such payment is due, or Owner fails to perform any of its duties under this Contract within ten (10) days after written notice from Contractor, Contractor may stop the Work until payment is made or Owner fulfills its duties. Should the Work be stopped for a period of fifteen (15) days or more upon Owner~s failure to make a progress payment or as a result of any other act, omission or neglect of the Owner, then Contractor may, upon providing written notice to Owner, terminate this Contract. Upon such tennination, the Contractor may recover from the Owner payment for all work completed and for any loss sustained by the Contractor for materials, equipment, tools, or machinery to the extent of actual Joss thereon, plus an amount equal to the Contractor's anticipated profit under this Contract, plus interest on the foregoing amounts at the rate of eighteen percent (18%) per annum. 16. Alternative Dispute Resolution. Owner and Contractor agree to be bound by the alternative dispute resolution procedures set forth in the Declaration. Any and all claims, disputes and controversies arising between Owner and Contractor, whether before or after Closing, relating to this Contract or its subject matter, including, but not limited to, any al1egcd construction defect, shall be submitted to final and binding arbitration. 17. Notices. All notices required by this Contract shall be in writing and shall be given by any of the following means to the below listed addresses or fax numbers: a. certified or registered mail, postage prepaid, return receipt requested, in which case notice shall be deemed delivered three (3) business days after the postmark date; b. recognized commercial overnight courier, in which case notice shall be deemed delivered one (1) business day after Form Date: 2115108 18 OF 23 receipt for delivery by the courier; c. electronic mail transmission with confirmed receipt, d. telecopy transmittal ("fax"), in which case notice shall be deemed delivered upon fax confirmation of transmission to the intended party; or e. personal delivery~ in which case the notice shall be effective when received. f. Notice shall be given to Contractor to: 410 lronbridge Dr. Glenwood Springs, CO 8160 l g. Notice shall be given to Owner to: N'es.~o I' fcope.rlies. I..LC. Sol.5en '1 {p l?5 r!iJ m,5n ,C.pyyt kiOO lfl§hw.ilf $"Z.,S1e If 9 t.. o wo" d 1;iP r (r~:;, co 8 I 0 CJ I q'].8~ 83tc '1 il!r-'139'1 Fo-..)L h. Notice of change of address shall be delivered by written notice in the manner described in this section. Rejection or other refusal to accept a notice or the inability to deliver a notice because of changed address of which no notice was given shall be deemed to constitute receipt of the notice sent. 18. Contractor's Limited Warranty. Contractor shall provide a one~ year limited warranty on the house as provided for in the Freedom Program Purchase and Sales Agreement. 19. Contractor's Disclaimers. Contractor makes no representation or warranty, and shall in no event be responsible for the following: a. Hazardous materials (as defined by applicable law) in the House or on the Lo~ b. Homeowner's association assessments and/or property taxes applicable to the Lot; c. Owner's financing of the Work; d. Any work or materials not supplied or installed by Contractor pursuant to this Contract; or e. All of the matters described in the disclosures and disclaimers set forth in the Freedom Plan Purchase and Sale Agreement, which disclosures and disclaimers are fully incorporated herein by this reference. 20. General Provisions. a. This Contract shall be governed by the laws of the State of Colorado. Jurisdiction and venue for any action concerning this Contract shall be in Garfield County, Colorado. b. In the event of any litigation or other proceedings between the parties concerning this Contract, the prevailing party shall be entitled to the payment by the nonprevailing parly of all of its reasonable attorneys' fees, court costs, and litigation expenses. c. This Contract constitutes the entire agreement between the parties and any prior understandings, agreements or representations of any kind whatsoever preceding the date of this Contract shall not be binding upon either party except to the extent that they are specifically incorporated into this Contract d. This Contract shall be binding upon and inure to the benefit of the parties hereto and to their respective heirs, representatives, successors and pennitted assignees. This Contract is intended for the exclusive benefit of Owner and Contractor and is not intended and shall not be interpreted as conferring any benefit on any third party. e. This Contract and any amendments to this Contract may be executed in any number of counterparts, each of which shall be deemed an original and all taken together shall constitute one and the same agreement. Fax copies of this Contract and any amendments to this Contract and fax signatures thereon shalt have the same force, effect, and legal status of originals. f. lf any provision of this Contract is or shall become invalid or unenforceable, the remaining provisions of this Contract shall not be affected. g. Time is of the essence in each and every tenn and provision of this Contract. AU references to days herein shall be deemed to refer to calendar days unless otherwise specified. In the event that the final date for performance of any act required by this Contract falls on a Saturday, Sunday, or legal holiday, such act may be performed on the next day which is not a Saturday, Sunday, or legal holiday. h. The waiver of a breach of any provision in this Contract shall not be construed as a waiver of any other breach of the same or other provision of this Contract, including the time of performance of any provision. i. Owner understands that this Contract is a legally binding contract. Owner represents and warrants that Owner has read the terms and conditions of this Contract, and has had a full and fair opportunity to consult with legal counsel of Owner's own choosing concerning this Contract. Form Date: 2/IS/()S 19 OF 23 EXECUTED to be effective as of the date of the date first written above. CONTRACTOR: lRONBRIDGE ASPEN COLLECTION LLC, form Dale: 211510& 200F23 Form Date: 2115108 Exm:BITA-1 (Draw Schedule insert) 21 OF 23 EXHIBIT A-1 DRAW SCHEDULE lronbridge Aspen Collection, LLC February 14, 2008 Plan No: 2202 D Foundation: Post Tension Slab on Grade DescriEtion Permits, Engineering, Survey Sitework Foundation Framing Roofing Plumbing Electrical HVAC Windows, Doors, Trim Insulation Exterior Finishes Painting Drywall Flooring Tile Cabinets Appliances Landscaping (if applicable), Driveways, Sitework General Conditions Total Cost Contractor Fee Total Contractor Cost and Fee % 5% $ 4% $ 7% $ 20% $ 5% $ 5% $ 3% $ 4% $ 7% $ 1% $ 5% $ 6% $ 4% $ 3% $ 2% $ 2% $ 1% $ 7% $ 2% $ 93% $ 7% $ 100% $ Cost 11,251 9,001 15,751 45,004 11,251 11,251 6,751 9,001 15,751 2,250 11,251 13,501 9,001 6,751 4,500 4,500 2,250 15,751 4,500 209,269 15,751 225,021 / ;. .( \ ~·""'>-· ~~.J~ (~~'\, "-~ Form Date: 2/lS/08 EXIDBITB (Features List insert) 220F 23 GOLF CLUB ~\ND MOUN1i\1N C0}.1MUNITY ffiONBRIDGE ASPEN COLLECTION LLC February 7, 2008 ENERGY PERFORMANCE FEATURES • Fully-engineered Air and Water Infiltration Package o Double-paned Low-E Glass o Air Infiltration-protected Electrical Outlets o Fully-wrapped and Sealed Window Openings o Weather Stripping on Exterior Doors o Air Barrier Weather Stripping at Foundation o Under-slab Vapor Barriers • High-efficiency Furnace • High-efficiency 48 Gallon Hot Water Heater • Insulated Exterior Doors and Garage Door • Outside Fresh Air Exchanger ROOFING • 40-year Asphalt Shingles • Pre-finished Gutters and Downspouts WINDOWS & DOORS • Lifetime Warranty Energy Star-rated Windows • Double-paned Low-E Glass • Thermatru Fiberglass Insulated Entry Door ELECTRICAL • Phone/Data/TV Ports in Kitchen, Great Room and Master Bedroom • Photo Cell Automatic Exterior Sconces • Decorative Fixtures at Kitchen, Dining, Bathrooms, WalkHin Closets • Switched Outlets in Great Room and Bedrooms • Recessed Can Lights in Kitchen & Hallways 1 of2 HEATING & VENTILATION • Exhaust Fans: Energy Star-rated Whisper Fans, Vented to Exterior • Power-vented Active Radon Mitigation System • Heated Garage GARAGE DOORS • Insulated Door • Pre-wired Garage Door Opener Outlet APPLIANCES • GE Gas Range • Range Exhaust Hood • Built-in GE Dishwasher INTERIOR FINISHES AND FLOORING • Hand-textured Painted Walls • Square Drywall Comers • 9-ft. Ceilings • 10-ft. Coffered Ceiling in Master Bedroom • Vinyl Flooring at Kitchens, Bathrooms and Mudrooms • Carpeting in all Bedrooms and Great Room • Ceramic Tile Tub Deck in Master Bath • Full-height Fiberglass Shower and Tub Enclosures GOLF CLUS AND MOliNTAlN COMM\}N!T"l;' IRONBRJDGE ASPEN COLLECTION LLC February 7, 2008 INTERIOR DOORS, TRIM & CABINETS • Interior Doors: Sante Fe Style Hollow Core • Closets: Stained Rods and Painted Shelves • Painted Baseboards and Door Casings • Painted Extended Window SiJls and Aprons • Laminate Countertops • Cabinets: Hick01y o 30" Uppers at Kitchen o Raised Panel Style Doors o 36" High Vanities o Adjustable Shelves o Raised Bar Countertop PLUMBING FIXTURES & SHOWER ENCWSURES • Soaker Tub in Master Bath • Pedestal Sink in Powder Rooms • Icemaker~Iine to Refrigerator • Mirror over all Vanity Cabinets EXTERIOR • Asphalt Driveway with Concrete Walk and Covered Front Porches • In~ground Drainage System • Landscaping, Irrigation and Drainage • Stucco, Stone & Rough~Sawn Wood Finishes THE TOTAL NUMBER, DESIGN, LAYOUT AND LOCATION OF LOTS, LANDSCAPING, LAKES, RESIDENCES AND UNIT MIX AND THE LOCATION, DESIGN AND LAYOUT OF RECREATIONAL FACILITIES MAY BE CHANGED DUE TO A NUMBER OF CIRCUMSTANCES, INCLUDING GOVERNMENTAL REQUIREMENTS, MARKET DEMAND AND COST CONSTRAINTS. THERE IS NO ASSURANCE THAT THE FUTURE IMPROVEMENTS AND F ACIL!TIES DESCRIBED WILL BE CONSTRUCTED. DIMENSIONS AND RESIDENCE SIZE ARE APPROXIMATE IN NATURE AND ARE NOT INTENDED FOR FINAL REFERENCE AS PLANS ARE NOT TO SCALE. LB ROSE RANCH LLC, IRONBRIDGE HOMES LLC, IRON BRIDGE MOUNTAIN COTTAGES LLC AND IRONBRIDGE ASPEN COLLECTION LLC RESERVE THE RIGHT TO MAKE MODIFICATIONS IN LOT AND RESIDENCE PRICES AND MAKE MODIFICATIONS IN MATERIALS AND SPECIFICATIONS AT ANY TIME WITHOUT PRIOR NOTICE. OWNERSHIP OF A RESIDENCE OR LOT DOES NOT INCLUDE CLUB MEMBERSHIP OR RIGHTS IN THE COUNTRY CLUB FACILITIES. 2 of2 EXIDBITB-1 PROJECT DOCUMENTS ACKNOWLEDGEMENT The Purchaser, as witnessed by the signature(s) below, acknowledges that as specified in the Purchase and Sale Agreement~ Paragraph 5(A), Title Policy, will receive all recorded documents that relate to the Property from the Title Company within ten days from mutual execution of the Contract. Said documents are referred to as all Schedule B~2 exception documents as listed in the Commitment to Provide a Title Insurance Policy. Said Documents are provided on a computer disc~ however the Buyer may request from the Title Company printed copies of any or all documents provided on the disc. As referenced in Paragraph 5(E) and 5(F), '1Project Documents" and «The Aspen Collection Association", of the Purchase and Sale Agreement, there are additional documents relating to the Property which are considered to be unrecorded documents that relate to the Title of the Property. These documents are provided by the Seller and the IPOA/TACA through the website of the community which is accessjbJe at www.ironbridgeclub.com by logging into the site under member~s login by using the password 2345. By signing below, the Purchaser acknowledges the abiJity to review and the receipt of said documents through the website listed above during the Title Review Period. Purchaser may request printed copies of said documents in the event that they are unable to access the documents through the website. Purchaser Date January I, 2008 Fonn Date: 2115/0S 230F23 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 so 51 52 t D CHAFFIN LIGHT Real Estate Chaff'mLightReal Estate • PO Box 650 • Basalt. CO 81621 • Phone: 970-927-8080 • Fax: 970-927-3944 The prinred portions of this furm, except differentiated additions, have been approved by the O>lorado Real Estate Collllllission. D24-10 da! !..() DIFFERENT BROKERAGE RELATIONSHIPS ARE AVAILABLE WHICH INCLUDE SELLER AGENCY, BUYER AGENCY OR TRANSACTION-BROKERAGE. BR~GE DISCLOSURE TO (\!BUYER 0 TENANT DEFINITIONS OF WORKING RELATIONSHIPS For purposes of this disclosure, seller also means landlord (which includes suNandlord) arid buyer also means tenant (Mlichincludes subtenant). Seller's Agent A seDer's agent works solely on behalf of the seller to promote the interests of the seller with the utmost good fuitb, loyally and fidelity. The agent negroateson behalf of and acts as an advocate fur the seller. The seller's agent must disclose to potential boyers all adverse mnterial facts actuallY known by the seller's agent about the property. A separnte written listing agreement is required which sets forth the duties and obligations of the broker and the seller. Buyer's Agent A buyer's agent wod<s solely m behalf of the buyer to promote the interests of the buyer with the utmost good lhltb, loyalty aud fidelity. The agent neg\)tiates on behalf of aud acts as an advocate for the bnyer. The buyer's agent mnst disclose to potential sellers all adverse materlalfacts actually known by the bnyer's agent, including the buyer's financial ability to perform the terms of the transaction and, if a residential property, whether the buyer inteods.to occupy the property. A separnte Mitten buyer agency agreement is required which sets furth the dnties and oblig;Uions of the broker aud the buyer. Transaction-Broker: · A transaction-broker assists the buyer or seller <lf both thronghoot a real estate transaction by perfurming terms of any wriuen <lf oral agreement, fully informing the parties, preseuting all o:flers aud assisting the parties with any contracls, including the closing of the transaction, without being an agent or advocate fur any of the parties. A transaction- brdrer must use reasonable skill and care in the perfurmance of any <lf3l or written agreement, and must make the same disclosures as agents about all adverse material facts actoaJly known ~the transactim-broker concerning a property <lf a bnyer's financial ability to perform the terms of a transaction and, if a residential plqlelty, whether the bnyer inteods to occupy tbe property. No Mitten agreement is required. Customer: A castomer is a party to a real estate tmnsaction with wh0111 the broker has no brokerage relationship becanse snch pany has not engaged <lf employed the broker, eitber as the parzy's agent or as the party's transaction-broker. RELATIONSHIP BETWEEN BROKER AND BUYER Broker and Bnyer referenced below have NOT enrered into a buyer agency agreement. The worlcing relationship specified below is fur a specific propetly described as: . or real estate which substautiaJly meets the fullowing requirements: ~JlECK ::::x :::~the sellers agentandBnyer is acnstomer. 0 Cnstomer for Broker's Iisfings-Transscdon-Broker"3'li>r Other Properties: When Brdcer is the sellers agent, Bnyer is a customer. When Brdcer is not the sellers agent, Broker is a transaction-brdcer assisting in the transaction. PREPARI!D ey, Bob Jacoboon, Managing Brol<er Brokorage Oisdosure to Buyerffooaot Colorado Real Estate Comml:ssion 6024-10.00 Rea!FA$T® Soflwaro, f§2Wl, Veroi<>n 6.16.SoftworoRegistoled 1o: Maok Over.llreet, Chaffin Ug11t Rea!Eslato OGKJ3.<)712:13:05 Page1oU ~-,. 0 Transaction-Brokerage Only: Broker is a transaction 'broker assisting in tbe transaction. 55 56 57 58 59 6() If Broker is acting as a tmnsaction-broker, Buyer oonsellls to Broker's disclosure of Buyer's oonfidential infurmation to tbe supetvi.sing brdrer or designee for tbe pmpose <X plql!lr supervision, provided such supervising broker or designee shall not funher disclose such infurmation without consent of Buyer, or use such infurmation to tbe detriment of Buyer. 61 62 63 64 65 66 67 THIS IS NOT A CONTRACT. BUYER ACKNOWLEDGEMENT: Buyer ackoowiedges !bat Buyer has received this Brokerage Disclosure to Buyer on _ _,f(.'-10'--"'5-:'-1;?'--"'0'-"2?"'--- 68 69 7() 71 72 73 A/t 7 /o /r"o~ rS ~.->, (, G.-C ,~~~ BROKER ACKNOWLEDGEMENT: On 'f f '-f f Q 'b , Broker provided 74 75 76 77 78 79 s.· n · 'o 1 s €.4'"'\ with this Brokerage Disclosure to Buyer at X 12-o No ri ~ SO\...k.s. ~W (location) and retained a copy for Broker's records Brokerage FJrm's Name: Clba:ffin Light Real Estate PO Box 650 Basal. t, co 81621 Phone: 1 01927 aoeo, Signalure PREPARED BY: Bob Jacobson, Managing Broker Fax: (970)927-3944 Sr'*'""g& Dlscloeure to BIJyor/Tenant. Colomdo Roal E-Commission 9024--1()..()6 ResiFA$Te-..,@2007, VOfSion 6.16. Software Rogi>fafedto: Mail<Ovefstreet, Chaffin Ugh! Real Eslate 0010310712:13:00 Date Page 2 of2 Parcel Detail Page 1 of3 Garfield County Assessor/Treasurer Parcel Detail Information Assessor/Tre_asurer Propert)r Search I ~sessor Subset Ql\eO' I Assessor Sales SellLcll Clerk & Recorder K~~tion Search Basic Building_Characteristics I T<tx Information I'<~J:cel Detail I Yalue Detail I S_ales Detail I Residential!Connn_ercial Improvement Detail _Land Detail I Photographs I Mill Leyy Revent!es Detail I Tax Area II Account Number II Parcel Number II 2007 Mill Levy I I 090 II R043504 II 239501429288 II 64.976 I Owner Name and Mailing Address INEILEY, JOHN F. & OLSEN, SIRI A. 16800 HIGHWAY 82, STE 4 1410 IRONBRIDGE DRIVE !GLENWOOD SPRINGS, CO 81601 Assessor's Parcel Description (Not to be used as a legal description) lsECT,TWN,RNG:1-7-89 SUB:IRONBRIDGE IPUD, PHASE II, FILING 1, 2 & 3 ILOT:288 PRE:R041509 BK:l596 PG:871 IBK:1565 PG:600 BK:1560 PG:438 IBK:1560 PG:431 BK:1057 PG:0745 IBK: 1028 PG:768 BK: 1028 PG:597 IBK:1006 PG:743 RECPT:750277 IRECPT:750276 BK:1822 PG:287 IRECPT:702424 BK:l822 PG:283 IRECPT:702422 BK:1822 PG:250 IRECPT:702421 BK:1782 PG:269 IRECPT:6944 79 BK: 1782 PG:264 IRECPT:694478 BK:1747 PG:1 IRECPT:686745 BK:1218 PG:738 http://www. garcoact.com/ assessor /parcel. asp ?Parce!N umber=23 9 5014 29288 I I I I I I I I I I I I I I I I I I 7/3/2008 Parcel Detail Page 2 of3 IRECPT:572583 BK:1218 PG:715 I IRECPT:572582 BK:1217 PG:266 I IRECPT:572131 BK:1206 PG:852 I IRECPT:569200 BK:1206 PG:780 I IRECPT:569199 BK:1206 PG:768 I IRECPT:569197 BK:1206 PG:734 I IRECPT:569195 BK:1206 PG:662 I IRECPT:569194 BK:1206 PG:637 I IRECPT:569192 BK:1206 PG:629 I IRECPT:569191 BK:1206 PG:574 I IRECPT:569190 BK:1063 PG:0578 I IBK:1063 PG:0571 I Location Physical 11267 RIVER BEND WAY GLENWOOD SPRINGS~ Address: Subdivision: IIIRONBRIDGE PUD, PHASE II, FILING 1, 2 & I Land Acres: I 0 Land Sq Ft: I 5,193 Section II Township II Range I 1 II 7 II 89 I 2008 Property Tax Valuation Information II Actual Value II Assessed Value I I Land: II 82,s1011 23,9301 I Improvements: II Oil 0 I Total: II s2,s10ll 23,9301 Additional Value.12~illl Most Recent Sale Sale Date: IJ6!2/2008 Sale Price: 11254,000 Additional Saks.J2e.mil Basic Building Characteristics http://www. garcoact.com/ assessor/parcel. asp ?Parce!N umber=23 95 0 14 2928 8 7/3/2008 Parcel Detail Number of Residential 0 Buildings: Number of Commllnd 0 Buildings: No Building Records Found Tax Information I Tax Year II Transaction Type II Amount I I 2007 II Tax Payment: Second Half II ($640.66)1 I 2007 II Tax Payment: First Half II ($640.66)1 I 2007 II Tax Amount II $1,281.321 I 2006 II Tax Payment: Second Half II ($58.82)1 I 2006 II Tax Payment: First Half II ($58.82)1 I 2006 II Tax Amount II $117.641 Mill L&Y)' Revenues Detail Thn of Page A~>sessor Databa_s\:LS.em:ch Options I IrealmLer Database Search~tim1s Cler.k~& Recorder Dlltaha.se .. .S.earch 0]2tions Garfidd_County Home Page Page 3 of3 The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2005 -2008 Good Turns Software. All Rights Reserved. Database & Web Design by froodim:ns Software. http://www. garcoact.com/ assessor/parcel.asp ?ParcelN umber=23 9 50 14 2928 8 7/3/2008