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Home My WebLink AboutApplication-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: ~---------~lronbridge PUD Ph. 2, Lot274 ~~-__ Use of Building: _____ s/f on fouDdation w/ att. G~age & cov. Porch __ ~-- Owner: Contractor: Hansen Cons!. "------~---------- Fees: Plan Check: 922.58 Septic: ~--·--~-'"h---~- Bldg Permit: _$ ___ 1,419-35 RFTA: 750.00 Total Fees: __ $ __ },091 .9!_ Clerk: ~~ Date: J~lo5 I VY\61~\~ A~ (\"" l\ ~ ~ : f\ Y1 GARFIELD COUNTY BUILDING PERMIT APPLICATION \,_..() lf1:A1 U!1 J 108 gth Street Suite 401. Glenwood Springs, Co 81601 Phone: 970-945-8212 I Fax: 970-384-3470 I Inspection Line: 970-384-5003 1 a ~J1arlield~..£Q.!-m.!l.,.£illll 2 3 4 Alt Ph; 5 6 7 8 9 Describe Work: 10 Class ol' Work: New o Alteration o Addition II Garage: Septic: o Detached oiSDS 12 Driveway Permit: Owners valuation of Work: $ NOTIC~: Authm·itx. This application for a Building. Permit must be signed by th~ Owner of the property, described flbovc. or an authorized agent. If the signature below is 1\\)\ th11t {)f the Owner. n separate leHcr of authority. si!!,ned by the Owner. must be provided with this Application. Legal Access. A Building Penn it cannot be is$!. ted without proof oflc,!;al and adequate access to the property for purposes of inspections by the Building De1}artment. Other Pennits. Multiple separate permi1,s may be requit·ed: ( 1) State Electrical Permit (2} County lSDS Permit. {3} another perlllit required for use on the prope1'ty identified above. e.g. Stme or County Highway/ Road A<:cess or a State Wastcwmer Discharl:\e Pcmlit, Void Permit. A Building Permit becomes null and void if the work autholit.ed is not comml-'nced within 180 days of the date of issuance and if work is suspended OJ' abandoned for a period of 180 days after c0mmencement CERTIFICATION I hereby certify that I have read this Application and that the information contained above is true and correct. I understand that the Bui!di11g Depmtmem accepts the Application. lllong with the pln1\s and specifications and other data submitted by me or on my behalf(submiuals). based upon my certification as to accuracy. Assuming completeness ofthc submittals and approval of this Application, a Building Permit will be issued granting permission to me, as Owner. to construct the stnt<:ture(s) and fl'ldlities detailed on the submittals reviewed by the Building Depattment. In consideration ofthc iSS\tance of the Building Pe1111it. I agree that 1 and my agents will comply with provisions of any federal. state or local law regulating the work and the Garfield County Building Code, !SDS regulations and applicable land usc regulations {County Regulation(s)). 1 acknowledge that the Buildin,g Pcnnit may be suspended or revoked. upon notice fi·om the County. if the location. construction or use of the structure(s) and facility(ies). described above. arc not in compliance with County Regulation(s) or any other applicable law. 1 hereby grant permission to the Building Department to enter the propCliy. described above, to inspect the work. I further acknowledge that the issuance of the Building. Permit does not prevc11t the Building Officinl from: ( 1) requiring the correction of enors in the submittals. if any, discovered after issuance: or ( 2) stopping constrhction ot· u.se oft he structure(s) or f:1cility(ics) if such is in \·iolation of County Rcgula!ion(s) or <my other applicable law. Review of this Application. including submittals. and inspections oft he work by the Building Department do not constitute an acceptance of responsibility or liability by the County of errors. omissiom; or discrepancies. As the Owner. I acknowledge thattesponsibility for compliance with federal. state and local laws and County Regulations rest with me and my authorized <lgcnt.s. including without lin1itation my architect designer, cnginee1· audl or builder. I IIE'"RCKNOWLEDGL Til A I I HAVE READ AND UNDERS! AND THE NOll< E & ( ERl!fl( A liON ABOVr __ (f,Jl JJ~ t.~i:r~ --"-~-""·----" OWNERS SIGNA Tl\RE DATE STAFF USE ONLY Specht I Conditions: ~~a;':~ Plan Check Fee: Pe•·mit Fee: Manu home Fee: Mise Fees:~ 17$·~"'8 1411.115 -lb 1_q; i (}0 ISDS Fee: Total Fees: ~q~cf8({) arr~~·b=t-Tf"l ~'('~[)ate: SDS No & Issued Oatc: ~1·'1~ I ll) \JY\ VV\ Setbacks: OCCGroup: Const Type: ' P"G~b ~EPT~~ ( W/t1J<!i? \~~~~~~~, 10/~~jo$ ~h\~ APP OVAL DATE APP OVAL 'ilATE The following items are required by Garfield County for a final Inspection: 1) A final Electrical Inspection from the Colorado State Electrical Inspector. 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 Department 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 UP TO 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. OWNERS SIGNATUREi Bapp I i cat iondccem ber2007 FEE ESTIMATE FOR~FSTICKBUnTHOMES (ALL FEES ARE ESTIMATES UNTIL FINAL PLANS ARE REVIEWED) Applicant: Job Address: Subd-Lot/block: ~~~~~~==~~~~~~~~--~~ FINISHED LIVING SPACE: UNFINISHED BASEMENT: sf X 41.00= ----------~ -------------- CRAWL SPACE: -------------"'-'r X 9.00= GARAGE: {p d~ sf X 18.00= I l \L1lo ------~--~~---~ --~~~~--- UNCOVERED PATIO/DECK: sf X 12.00= -------~ -------------- COVERED PATIO/DECK: d() 2 sf X 24.00= __ 4-'-f}--'q"--'qu...:d'-'--- MIS0 _____________ ___ MIS0 __________________ ___ TOTAL VALUATION: 177. 7~. I THIS SECTION WILL BE DETERMEND BY GARFIELD COUNTY BUILDING & PLANNING PLAN REVIEW FEE: PERMIT FEE: TOTAL: PERMIT: SEPTIC= PERC: \ I v \ 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 SUBMITTED FOR 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 18"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 Jloor 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.l-1. 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 pmposed 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 __'f:::, 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? Please reter 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 ~::~~- 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 property and adjacent properties), streams or water courses? Yes x 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes X 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 625-8601. See phone book for other agencies Yes ~ 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the IRC or per stamped engineered design? Yes )( I 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 J No ____ _ 8. Do the plans indicate the size and location of ventilation openings for the attic, roofjoist 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? Yes X I 0. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construxtJon? 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 "{ /" !2. Does the building section drawing or other detail include the method of positive connection of all colu1~ and beams? Yes~~L-------- 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 at roof? (Building height measurement usually not to exceed 25 feet) Yes->=---- !4. 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 certification? Yes No _______ _ 3 15. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes. __________ No ___________ _ 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 '{- 17. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes j 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 specify safety glazing for these areas? Yes T No __________ _ 19. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes ____ '{+--- 20. Do you understand that if you are building on a parcel of! and created by the exemption process or the subdivision process, are building plans in compliance with all plat notes and/or covenants? Yes y 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 moditication of the plans. Yes 'j- 22. Will this be the only residential structure on the parcel? Yes4 No lfno-Explain: _________ _ 23. Have two (2) complete sets of construction drawings been submitted with the application? Yes 'f-- 24. Do you understand that the minimum dimension a home can be on a lot is 20ft. wide and 20ft. long? Yes 'f- 4 25. Have you designed or had this plan designed while considering building and other construction code requirements? Yes J 26. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes __ 'f-7<:----- 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 'j 28. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes "f 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 Y. 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 3:30 p.m. Monday through Friday. Inspections are to be called in to 384-5003. Yes ___ ~)l~-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 'j 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 Certificate of Occupancy and occupancy of the building? Yes 1 33. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for an 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. ___ ~~-------- 36. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes 'f (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 issu~npe of a building permit that you will be required to obtain a grading permit? Yes _ _,X.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 'f._ I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. j0g~ Signature of Owner ·.• date' Phone:~ <Z;Lj~ ?£\~t:J (days); (evenings) Project Name: \ e=,t d] L\ Tn·nbr\~e>J?l)() '\) h.a Project Address: 12; 3 BI U-L \-j ifDO \1 \ sm G~ s 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 EXHIBIT A THE ASPEN COLLECTION FREEDOM PROG~ CONSTRUCTlgN CONTRACT ()VL-'1 I ,zoo THIS CONSTRUCTION CONTRACT ("Contract") is made and entered into between lRONBRlDGE ASPEN COLLECTION LLC, a Colorado limited liability company ("Contractor"), whose address is 4 I 0 lronbridge Road, Glenwood ·· Springs; Colorado 81601; whose telephone number is (970) 945-4300, and whose facsimile number. is (970) 928-8865, and ~~ ~ ("Owner"), whose address is &/lj·=~ ~W~i<b. W @W{ . whosetelephonenumberlfl'&-oo/;5"4-,and whose facsimile number is Cf1$-ol/5tf . This dontract is entered into this L day of JlJL'f , 200]3_ ("Effective Diite'):·.eThiS"Cbhtract is entered "into in connection with and pursuant to Contractor-and Owner's Freedom Program Purchase and Sale Agreement dated 'JIJt..}1 } , 200$_. 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 in the Freedom Program Purchase and Sale Agreement shall be referred to herein as (the "House"). 1. 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 following drawings, consistent with other homes in the Project, as defined in the Freedom Program Purchase and Sale Agreement, and constructed by Contractor: ;, run i)_ ii. 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 perfonning any work unless the same are specifically set forth in the Plans or in this Contract. 4. Owner'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 maimer, 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's 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. Fonn Date; 61J6/08 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, shall, in addition to any other remedies set forth herein, permit 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 Information to Contractor to start construction within three (3) months of the date on which the Closing of the Lot occurs. Should Owner delay commencement construction beyond said three (3) months, Owner shall 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 l:)cit11~geS :_~e a r_easo~able eStimate thereof. b. Provided that Owner has complied with all of its obligations hereunder, including bl!t not limited to timely payment of all 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 forms (the "Commencement Date"). c. Substantial Completion of the House shall occur within ten (10) 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 information 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 ($5,000.00) per month, allocated for fractional portions of months as an Extension Fee. The parties hereby agree that actual damages for such delays cannot be calculated now with certainty, and that these Liquidated Damages are a reasonable estimate thereof. 6. Ownership of Plans. Owner agrees and acknowledges that the Plans, and any amendments or revisions thereto, are and shall remain the sole and exclusive property of Contractor, and Owner agrees not to seil, transfer, assign, use, copy or share the same with any person or entity without the prior and express written consent of Contractor, which may be withheld in Contractor's sole discretion. 7. Contract Price. a. wner shall pay Contractor the ll.).JlfiWO~r ,., ' ' 'lC' Dollars($ / ",-ZZL-:DO) ("Contract Price") fi r performance of the Work, which amount shall be paid in accor ce 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, and prior to Contractor's performance of any work in connection with the change order. 8. Payment Procedure. a. Owner shall 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 compietion of work at that time identified by inspection. Progress payments shaH be delivered to Contractor within Form Date: 6/16/08 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 less than the amount ofthe Contract Price remaining to be paid, Owner shaH 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 (I 0) days after substantial completion of the Work, Owner shall pay all remaining amounts due under this CQJltf_~Gt._ '-·- 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. BU-Yer uriderstands, aCknowledges arid agrees that the Contract Price 'includes Ollly the items set forth in the docurrient 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"). m. 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"). i. All change orders shall specifY the following: I. 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 ("DSI"), Design Selection 2 ("DS2") and Design Selection 3 ("DS3"). DSI is seven (7) days after closing, DS2 is forty five ( 45) days after DS I is executed by Owner and Contractor and DS3 is forty five ( 45) days after DS2 is executed by Owner and Contractor. 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 I 00% of the price of each Option or Change Order shall be due when each Option or Change Order is ordered. g. ALL PAYMENTS FOR OPTIONS 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 shaH be the basis for a Change Order and Contractor shall receive appropriate compensation for making such change. 10. 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 shal1 not instruct, direct or otherwise contact Contractor's laborers, subcontractors or consultants. Contractor shall pennit 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 peifonned 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 all of Contractor's obligations hereunder. Form Date: 6116/08 l70F 23 11. 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 conform 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. A.fterSubs.Wtia) Co1TIP.letion, .!he Limited Seller's Warrantyjncluded in the .Freedom Pr9graru Purchase and Sale Agreement shall apply. 12. No Assignment. This Contract shall not be assigned by Owner or Contractor to any other party except after the prior written cotlsent of Owner or Contractor, which consent may be reserved in Owner's or Contractor's sole discretion. If 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-fOfegOin"g; ContiiiCtOr conSentS to a collateral aSsignment 'of thiS COntract tO Owner·s-16rider purSUarit to OWnei's agreement with its 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 of the Contract Price; ii. Homeowner's insurance, and a fire and extended risk insurance policy, covering the House and Lot, in an amount not Jess 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 law. 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 tennination 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 0\\.'ner, 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 alleged 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 comier, in which case notice shall be deemed delivered one (1) business day after Fonn Date: 6/16/08 18 OF 23 receipt for delivery by the courier; c. electronic mail transmission with confirmed receipt, d. te1ecopy transmittal e'fax"), in which case notice shall be deemed delivered upon fax confirmation of transmission to the intended party; or e. f. personal delivery, in which case the notice shall be effective when received. Notice shall be given to Contractor to: 410 lronbridge Dr. Glenwood Springs, CO 81601 g. Notice shall~given twwn;,:r,: '~l~tJ~~f5}(1)1 I h. Notice of chan£;e of address shall be delivered by written notice -li1 the maru1er. described ii1 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 Lot; 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 shaH 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 party 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 shallnot 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 permitted 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 Colltnict and any amendments to this Contract iind fax signatUres thereon shall-have the same force~ effeCt, and legal status of originals. f. If 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 term and provision of this Contract. All 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 tenns 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. Fonn Date: 6116/08 19 OF 23 EXECUTED to be effective as of the date of the date first written above. CONTRACTOR: OWNER: Form Date: 6/16/08 20 OF 23 Form Date: 6/16/08 EXIllBIT A-1 (Draw Schedule insert) 21 OF 23 Plan No: 1202D EXHIBIT A-1 DRAW SCHEDULE Iron bridge Aspen Collection, LLC February 14, 2008 . Foundation: Post Tension Slab on Grade Description 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 % Cost 5% $ 13,189 4% $ 10,551 7% $ 18,464 20% $ 52,755 5% $ 13,189 5% $ 13,189 3% $ 7,913 4% $ 10,551 7% $ 18,464 1% $ 2,638 5% $ 13,189 6% $ 15,827 4% $ 10,551 3% $ 7,913 2% $ 5,276 2% $ 5,276 1% $ 2,638 7% $ 18,464 2% $ 5,276 93% $ 245,311 7% $ 18,464 100% $ 263,775 EXHIBITB (Features List insert) Fonn Date: 6/16/08 22 OF 23 GOLF CLUB .t\1"-lD MOUN1:\lN COMMUNlTY · ffiONBRIDGE·ASPENCOLLEGTION LLC ApriU 0,2008 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 Warran1y Energy Star-rated Windows • Double-paned Low-E Glass • Thermatru Fiberglass Insulated Entry Door ELECTRICAL • Phone/Data!fV Ports in Kitchen, Great Room and Master Bedroom • Photo Cell Automatic Exterior Sconces • Decorative Fixtures at Kitchen, Dining, Bathrooms, Walk-in Closets • Switched Outlets in Great Room and Bedrooms • Recessed Can Lights in Kitchen & Hallways I of2 HEATING & VENTILATION • Exhaust Fans: Energy Star-rated Whisper Parts, VentedtOExterior • Power-vented Active Radon Mitigation System • Heated Garage GARAGE DOORS • Insulated Door • Garage Door Opener APPLIANCES • GE Gas Range • Range Exhaust Hood • Built-in GE Dishwasher INTERIOR FINISHES AND FWORING • Hand-textured Painted Walls • Square Drywall Comers • 9-ft. Ceilings • J O-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 CLUB AND MOUNlAlN COMMUNITY ~ ~ ~~~ ffiONBRIDGEASPENCOLLECTIONLLC~~·· Aprill 0, 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 Sills and Aprons • Laminate Countertops • Cabinets: Hickory o 30" Uppers at Kitchen o Raised Panel Style Doors o 36" High Vanities o Adjustable Shelves o Raised Bar Countertop PLUMBING FIXTURES & SHOWER ENCLOSURES • Soaker Tub in Master Bath • Pedestal Sink in Powder Rooms • Icernaker~line 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 FACILITIES 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, lRONBRIDGE 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 F ACILITJES. 2 of2 EXHIBITB-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.mutuaLexecution ofthe.Contract. . .Saiddocuments-are-.referred to asall-Schedule.B-2 exception documents·as-listed in ·· theCommitmentto Provide a TitleinsurancePoli(;y, _ 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 niferenced in Paragraph 5(E) and5(F), ''Project 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/T A CA through the website of the community which is accessible at www.ironbridgedub.coni by logging into the site under member's login by using the password 2345. By signing below, the Purchaser acknowledges the ability 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. (je-t·~ Date /{}~-~ 7 -o/ -oJ:> Purchaser Date January l, 2008 Form Date: 6/16/0& 23 OF 23 N 11146 o. __________________ __ Assessor's Parcel No. 2395-013-29-274 Date ___ 1_01_1_71_2_00_8_ BUILDING PERMIT CARD Job Address ___ _:1..:.8=-3 -=B:.:.:h::.:.le::...· H:..:e=.:r:..:o:.:.:n:...:V:..:i=-st=a:!-, ..:.G..::.W:..:S::__:I:.:..ro::.:n:.:.:b:.:r..:.:id:.;;g!..:e:...::P:...::U::.:D::.:,:...::P:...::h:.;.:·::.:II,:...::L::.:o:.:t-=2:.:..7 4..:._ ________________ _ Owner Reeds, Robert & Donna Address 4274 Farming Pl. GWS Phone # ______ _ Contractor Hansen Const. Address 410 lronbridge Dr. GWS Phone # 970-384-3990 Setbacks: Front ________ Rear _____ RH _____ LH ________ Zoning ____ _ s/f on found. w/ att. Garage & cov. Porch Soils Test---------------- Footing ---------------------- Foundation __________ _ Grout ____________ ~~~--~~ Underground Plumbing /P· Z?--eJg 51~ Rough Plumbing ~-s-~ o<t 9"?~ Framing s:~2~~ lnsulationSZ?-o'Z ~ Roofing ----,.,---,;=;---,..,----=-,---,----- Drywall (?-5-o9' 9""~ Gas Piping .:>-.s--0 9' ;Z?'.ud INSPECTIONS Weatherproofing __________________ _ Mechanicai _______ ---:::=----:--==-----==---- Eiectrical Rough (State) ,:;--;..;'?-of" Electrical Final (State) ___________ -:-:-""'- Final/b·/5·0'1 /Che. cklist ComJ?Ieted? MIP Certificate Occupancy# ---="&"=-3""-v..,.,B"'-=--=-==---- Date ISS.ULO 10. 32. D'f Septic System # ________________ _ Date -------------------Final __________________ _ Other _______________________ _ NOTES (continue on back) PE GARFIELD COUNTY, COLORADO tiNSI?ECTiON WHJ ... NOT BE MADE UNlESS THIS CARD ~S ~OSTED ON THE JiOB t d1 Date Issued I 0. n ·re Permit No. ---11J-0-\\-"-~"-'(e"-------- AGREEMENT In consideration of the issuance of the permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, loc~tion; constructi.on and erection of the proposed structured for which this permit is granted, and f~Jrther 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. use SJ"OO~~ W\aft~~~ d.-(Av_.pcr-<:h Address or Legal Description lto51?;1 Y,:f~~~ii\ Q 6W_S..._ ______ _ Owner~~~'12Pbt:(t'~contractor ~~=-""M-"-"-. __ Building PermitType~~A"'------------------------ This Card Must Be Posted So It Is Plainly Visible From The Street Until Final Inspection INSPECTION RECORD Footing Driveway Foundation I Grouting Insulation s:=--z 7'-o/s?cc/ Underground Plumbing /c7-Z'7-o& ;:::?-</ Drywall (/-3-0'7 j<CV: Rough Plumbing 0:: .:>-0 ;> ;::?.~ Efectrk Ffinai (by State inspector) {Prior to Final) 7/?--0/09' Rough Mechanical 5-s-=: 0 ?' ~.cJ Septic Final Gas Piping .s--s-o 0 7 ?"!" ""-! FINAL IO·I>-o9'-?~~~ Electric~~~;:; State~nspectoy (You Must Cal! For Final Inspection) (Prior to Frammg) ~ Notes Framing ,s--·zc, ·-o 7' ;tf£' {to include Roof in place & Windows & Doors installed & Firestopping in place) . --~, .JHlS PERMIT IS NOT TRANSFERABLE · r-or insp~ct!o~ Cali 970-384-5003 0\i'ice 970-945-8212 ·· _,.1 08 8th .Street, Se~ite 401 Glenwood Springs, Coloo·ado 81601 DO NOT DESTROY THIS CARD By -F+-11"""'"'--''-"-""' PROTECT P'PIIJIIT -~OT LAMINATE) c~~tech HEPWORTH-PAWLAK GEOTECHNICAL September 25, 2008 lronbridge Homes, LLC Attn: Mike Woelke 410 Ironbridge Drive Glenwood Springs, Colorado 81601 Hepworth-P<lwlak Georechnie<ll, Inc. 5020 County Road 154 Glenwood Springs, Colorado 8l60l Phone' 970-94 5-1988 Fax' 910-945-8454 email: hpgeo@hpgeotcch.com Job No. 108 535A Subject: Recommendation for Post-Tensioned Slab Foundation Alternative, Aspen Collection Residences, lronbridge Phase 2, County Road 109, Garfield County, Colorado Dear Mr. Woelke: As requested, we are providing recommendations for post-tensioned slab foundations to support the proposed residences at the subject site. We previously conducted a preliminary geotechnical study for the subdivision development and presented our fmdings in a report dated September 14, 2005, Job No. 101 115-6. The exploratory borings indicate that alluvial fan soil depths typically range from 10 to 30 feet and are underlain by dense river gravel alluvium. Structural fill depths range up to about 15 feet, resulting in total soil depths of about 25 to 40 feet that are prone to settlement if wetted. Spread footings bearing on at least 5 feet of compacted structural fill or post-tensioned slabs bearing on at least 3 feet of compacted structural fill were recommended for the building support. We understand that post-tensioned slabs are plarmed to be frost protected with a bearing level at least one foot deep. Post-tensioned slab foundations should be designed for a wetted distance (em) of 10 feet or half of the slab width whichever is the lesser for both the edge or center condition. Initial settlements are expected to be up to I inch and additional differential settlements could be 1 to 2 inches depending on the depth and extent of subsurface wetting. Other recommendations presented in our previous report that are applicable should also be observed. If you have any questions or need additional assistance, please let us know. Sincerely, SLP/vam Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverthorne 970-468-1989 1<1: L:I:.IVEO SEP 1 6 2005 <:itb'£tech HEPWORTH-PAWLAK GEOTECHNICAL Hepworth~ Pawlak Geotechnical, Inc. 50ZO County Road l54 Glenwood Springs, Colorado 8160 l Phoneo 970-945· 7988 Faxo 970·945·8454 e((!.ail: hPgeo@hpgeocech.com PRELUM[NARYGEOTEC~CALSTUDY PROPOSED IRONBRIDGE VILLAS IRONBRIDGE DRIVE GARFIELD COUNTY, COLORADO JOB NO. 105 115-6 SEPTEMBER 14, 2005 PREPARED FOR: L.B. ROSE RANCH, LLC ATTN:AARONBEVTNGTON 410 IRONBRIDGE DRIVE GLENWOOD SPRINGS, COLORADO 81601 Parker 303-841-71!9 • Colorado Springs 719-633-5562 • Silverthorne 970-468-1989 TABLE OF CONTENTS PURPOSEANDSCOPEOFSTUDY ............................................................................ -1- PROPOSED CONSTRUCTION ..................................................................................... -l - SITE CONDITIONS ....................................................................................................... -2- FIELD EXPLORATION ................................................................................ : ................ -2- SUBSURFACE CONDITIONS ................................................................................ , ..... -3- ENGINEERING ANALYSIS ......................................................................................... -4 - DESIGN RECOMMENDATIONS ................................................................................. -5- FOUNDATIONS ......................................................................................................... -5 - FOUNDATION AND RETAINING WALLS ............................................................ -6- FLOOR SLABS .......................................................................................................... -8 - UNDERDRAIN SYSTEM .......................................................................................... -8 - SITE GRADING ........... : ............................................................................................. -9- SURFACE DRAINAGE ................................................................. ~ ......................... -10- PAVEMENT SECTION ..................................................... : ..................................... -II- LIMITATIONS .................................................... : ........................................................ -II - FIGURES I AND 2-LOCATION OF EXPLORATORY BORINGS FIGURES 3 THROUGH 8-LOGS OF EXPLORATORY BORINGS FIGURE 9-LEGEND AND NOTES FIGURES 10 THROUGH 16-SWELL-CONSOLIDATION TEST RESULTS FIGURES 17 AND 18-GRADATION TEST RESULTS TABLE 1-SUMMARY OF LABORATORY TEST RESULTS PURPOSE AND SCOPE OF STUDY This report presents the results of a preliminary geotechnical study for the proposed Ironbridge Villas to be located along IronbridgeDrive, Garfield County, Colorado. The project site is shown on Figures 1 and 2. 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 findings 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. Sampies of the subsoils obiai.O.ed during the field exploration were tested in the laboratory to detennine their classification and other engineering characteristics. The results of the field exploration and laboratory testing were analyzed to develop reconunendations for foundation types, depths and allowable pressures for the proposed building foundation and for the subdivision grading. This report summariY.es the data obtained during this study and presents our conclusions, design recommendations 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 Figures l and 2. The access roads and drives will connect to the existing and proposed Ironbridge 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 fill 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 the 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 assume the residences will be relatively lightly loaded, typical of the proposed type of construction. If building loadings, location or development plans change significantly 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 south of the existing pro shop and other commons area, see Figures 1 and 2. The north Villas site was inainly 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 I 09 in the golf course fairway and the steep valley side. FIELD 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 CME-55 drill rig. The borings were logged by a representative of Hepworth-Pawlak Geotechnical, Inc. lob No. 105 115-6 -3- Samples of the subsoils were taken with a IV. 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-1586. 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 resistance 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 logs 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 to4 feet of existing fill was encountered above the natural soils in Borings 5, 6, 7 and 15, located just east of the Robertson Ditch. The debris fan soils were typically encountered between depths of? to 19 feet in the north parcel and between depths of 16 to'32 feet in the south parcel. In 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 Job No. 105 115-6 -4- the resulting heave potential is not expected to be significant compared to the collapse potential. Results of gradation analyses performed on small diameter drive samples (minus l Y, inch fraction) of the debris fan soils are shown on Figures 17 and 18. The laboratory testing is summarized in Table l. Free water was typica!ly not encountered in the borings and the subsoils were relatively dry. In Borings 6 through 9 and 15, the 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 encountered in the borings consist of debris fan deposits that tend to collapse (settle under 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 ofthe 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 soiis, mainly the northern part of the 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 down 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 known 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. I 05 115-<i -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 future 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 future 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 ofthe northern parcel should be further evaluated for potential sinkbole development considering the variable subsurface profile encountered in that area. Recommendations 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. l) Footings placed on at least 5 feet of compacted fill in deeper debris fan areas or on natural soils where there is less than l 0 to 15 feet of the natural debris fan soils should be designed for an allowable bearing pressure of Job No. !05 115-6 -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 l:>eneath unheated areas should be provided with adequate soil cover above their bearing elevation for frost protection. Placement of foundations at least 36 inches below exterior 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. Foundation 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 undocumented 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 all 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-<i "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 fine-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 pcf for backfill consisting of the on-site fine-grained soils. All foundation and retaining structures should be designed for appropriate hydrostatic and surcharge pressures such as adjacent footings, trafftc, coustruction materials and equipment. The pressures recommended above assume drained conditions behind the walls and a horizontal backfill surface. The buildup of water behind a wall or an upward sloping backfill surfuce will 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 with a maximum backslope of2 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 uniform 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 will 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 of compacted backfill against the sides of the footings can be calculated using an equivalent fluid unit weight of 300 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. 105 115-6 -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 of the 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 can be used to support lightly loaded slab-on-grade construction. The natural soils are compressible when wetted and 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 columns 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 the on-site soils devoid of vegetation, topsoil and oversized rock. UNDERDRAlN SYSTEM Although free water was typically not encountered 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 JQb No. 105 115-6 -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-draining granular material. The drain should be placed at each level of excavation and at least 1 foot below lowest adjacent finish grade and sloped at a minimum 1% to a suitable gravity outlet. Free-draining 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 lYz feet deep. An impervious membrane, such as a 20 mil PVC liner, should be placed beneath tbe drain gravel in a trough shape and attached to the foundation wall with mastic to prevent wetting of the bearing soils. SITE GRADING Eictensive grading of the Villas area is proposed as part of the development plan. ill addition, removal and replacement of the debris fan soils compacted is recommended 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 subgrade should be carefully prepared by removing the existing fill, 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%to20%. Job No. 105 115-<\ -ll - 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 of3 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 warranty 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. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted. Our fmdings 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 different 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 PUfPOSes. 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 Job No. 105 !15-6 • 12. construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis ·or modifications to the recommendations presented herein. We recommend 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-PA WLA.K. GEOTECHNICAL, rNC. Steven L. Pawlak, P.E. Reviewed by: Daniel E. Hardin, P SLP/ksw cc: High Country Engineering-Attn: Scott Gregory S.K. Peightal Engineers -Attn: Jack Albright Job No. lOS ll5-6 I I 105115-6 C~ech H worth-Powlok Geot«:hnkxd LOCATION OF EXPLORATORY BORINGS VILLAS NORTH PARCEL Figure 1 I 105115-6 LOCATION OF EXPLORATORY BORINGS VILLAS NORTH PARCEL Figure 1 I I I - 105115-6 LOCATION OF EXPLORATORY BORINGS VILLAS SOUTH PARCEL Figure 2 I I 0 5 10 15 20 25 105 115-6 BORING 1 ELEV.= 5952' 20/12 WC=4.5 00=106 20/6,30/4 BORING2 ELEV.= 5950' 20/12 WC=6.2 00=93 -200=85 25/4,10/0 BORING3 ELEV. = 5944' 24/12 WC=5.1 00=94 Note: Explanation of symbols is shown on Rgure 9. BORING4 ELEV. = 5946' 25/12 WC=7.1 00=104 ·200=83 LL=28 Pl=11 20/6,40/6 T ~ LOGS OF EXPLORATORY BORINGS H worth-Pawlak Geotedmtcol 0 5 10 1i) "' --·tl..;'" ' '% 15 ~ 20 25 Figure 3 0 I I .I I 105115·6 BORINGS ELEV. = 5950' 11/12 16/12 WC=9.3 00=100 ·200=54 17/12 BORING6 ELEV.= 5953' 15/12 12/12 WC=10.3 ·200=50 10/12 WC=182 00=106 ~200::<l73 7 ELEV.= 5954' 7/12 14/12 WC=16.3 00=108 -200=62 32/12 7/12 WC=17.7 00=107 ·200=74 8 ELEV.= 5946' 29/12 WC=4.0 00=107 30/12 7/12 WC=6.6 00=117 -200=44 12/12 0 5 10 15 20 25 3() 35 40 50/2 Note: Explanation of symbols is shown on Figure 9. LOGS OF EXPLORATORY BORINGS Figure 4 I .I I 0 5 10 15 20 25 105115-6 BORING9 ELEV.= 5942' 24/12 18/12 28/12 10/12 WC=11.4 00=104 BORING 10 ELEV.= 5938' 18/12 WC=4.0 00=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' 33/12 WC=6.1 00=117 43/12 14/12 LOGS OF EXPLORATORY BORINGS 0 5 10 1D "' .. lL, .. ' .c a "' 15 0 20 25 Figure 5 0 I I 5 I 10 15 20 25 30 35 40 105115-6 BORING 13 ELEV.= 5944' 22/12 BORING 14 ELEV. = 5937' 28/12 WC=8.5 00=109 -200=91 U=31 Pl=13 20/6,30/3 BORING 15 ELEV.= 5950' 15/12 WC=14.3 00=112 n/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' 15/6,35/5 47/12 33/12 WC=3.2 +4=34 ·200=42 18/12 LOGS OF EXPLORATORY BORINGS 0 5 10 15 1i) 20 Q) lL , . ..c 0. Q) 0 25 30 35 40 Figure 6 I 0 5 10 15 20 25 30 35 105 115-6 BORING17 ELEV.= 5963' 52/12 34/12 WC=5.9 00=115 23/12 50/3 BORING 18 ELEV. = 5968' 38/12 40/12 WC=3.6 00=104 -200=58 42/12 WC=3.6 00=109 45/12 BORING19 ELEV. = 5962' 13/12 30/12 WC=1.7 00=120 +4=38 -200=26 BORING20 ELEV. = 5967' 18/6,25/3 WC=1.9 00=103 -200=36 55/12 Note: Explanation of symbols is shown on Figure 9. LOGS OF EXPLORATORY BORINGS 0 5 10 15 (i) Q) lL ' £ ' .. a.· . Q) 20 0 25 30 35 Figure 7 0 5 10 15 20 25 30 105115-6 BORING21 ELEV. = 5976' 52/12 15/12 43/12 'WC=3.3 .00=108 15/12 BORING 22 BORING 23 BORING 24 ELEV.= 5957' ELEV.= 5985' ELEV.= 5985' 21/12 WC=3.3 +4=38 -200=23 30/6,25/3 28/12 40{12 WC=3.4 00=108 52/12 WC=1.3 -200=27 57/12 39/12 20/12 WC=2.6 -200=46 Note: Explanation of symbols is shown on Figure 9. BORING25 ELEV.= 5990' 20/6,30/3 0 5 27/12 WC=4.6 10 00=105 -200=62 30/12 WC=4.1 15 00=112 -200=64 50/6,10/0 20 25 30 LOGS OF EXPLORATORY BORINGS Figure 8 I LEGEND: ' I 121 FILL; silty sandy gravel, loose to medium dense, slightly moist, brown. ,~ TOPSOIL; root zone, sandy silt, slightly moist, brown. 171 SILT AND CLAY (ML..CL); slightly sandy to sandy, scattered gravel, some sandy clay, stiff to vel)' stiff, slightly I· ILl moist, vel)' moist with depth at Borings 6, 7 and 15, mixed brown, slightly calcareous and porous, low plasticity. I ~ 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, I ~ brown, rounded rock. I SILTSTONE AND GYPSUM; medium hard to hard. moist, gray and white. Eagle Valley Evaporite. I ~ p ~- ::!9/12 0,2 T ·,~OTES: Relatively undisturbed drive sample; 2-inch 1.0. California liner sample. Drive-sample; ·standard·penetratien ·test (SPT), 1-3/8 inch-1.0. split spoon sample, ASTM -0-1586. Olive sample blow count; indicates that39 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. . Locations of explora!Oty borings were measured approximately by pacing from features shown on tlhe site plan provided. ~-Elevations of exploratol)' borings were obtained by interpolation between contours shown on the site plan provided. , The exploratol)' boring locations and elevations should be considered accurate only to the degree implied by tlhe method used. fi. The lines between materials shown on tlhe exploratol)' boring logs represent the approximate boundaries between material types and transitions may be gradual. o. 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. Laboratol)' Testing Results: WC = Water Content(%) DD = Dry Density (lief) +4 = Percent retained on the No.4 sieve 105115-6 ~ch Hoowortn-Pawtci< Geotedmlcoi -200 = Percent passing No. 200 sieve U.. = Uquid Umit (%) PI = Plasticity Index (%) LEGEND AND NOTES Figure 9 Moisture Content = 4.5 percent Dry Density = 106 pcf Sample of: Sandy Silt and Clay From: Boring 1 at 4 Feet I 0 I ?ft. c: 1 ~---~-- 0 -.... ~ Compression ·;;; "' upon I !'! I'-wetting 0. 2 E 0 " () I 3 I I .. 0.1 1.0 10 100 APPUEO PRt;SSURE -ksf 105 115-6 Hq~ SWELL-CONSOLIDATION TEST RESULTS Figure 10 I I Moisture Content = 5.1 percent 0 DEY Density = 94 pcf Sample of: Sandy Silt -1--"" From: Boring 3 at 4 Feet 1 I I 2 3 --Compression I upon 4 wetting 5 if. 6 I\ c: 0 ·;;; 7 ~ \ 0. E .. . ... 8 .. 8 . 9 \ 10 11 \ \ 12 13 \ 14 \ 15 0.1 1.0 10 100 APPUEO PRESSURE : ksf 105115-6 ~ Hoo=::a:.!,~ SWELL-CONSOLIDATION TEST RESULTS Figure 11 I . I Moisture Content = 4.0 perce nt 0 Dry Density = 107 pcf -Sample of: Very Silty Sand r---. r-1'--From: Boring 8 at4 Feet 1 2 "if. Compression upon c: 3 " wetting -~ ""' 11! a. E 4 0 '\ u 5 \ \ 6 \ 7 0.1 1.0 10 100 APPLIED PRESSURE -ksf Moisture Content = 11.4 perce nt Dry Density = 104 pet Sample of: Sandy Silt From: Boring 9 at 19 Feet 0 r-1'--i--"if. 1 -~ ~ Compression upon ~ 2 wetting Q. "" E ~ 8 3 " 4 0.1 1.0 10 ' 100 APPLIED PRESSURE -ksf 105115-6 ~ SWELL-CONSOLIDATION TEST RESULTS Figure 12 HeOWorth-Powfok Geotectmtcot I 0 I t---Moisture Content -4.0 perce nt Dry Density = 96 pel 1 Sample of: Sandy Silt I From: Boling 10 at 4 Feet 2 r--t-I. '-.. * 3 c: Compression .Q " upon "' wetting @ 4 Q. "'\ E 8 5 \ 6 \ 7 1\ 8 0.1 1.0 10 100 . APPLIED PRESSU.RE -ksf . Moisture Content = 6.1 percent Dry Density = 117 pcf * Sample of: Sandy Silty Clay c: From: Boring 12 at 4 Feet .Q 1 "' ~ Q. ,l:j -r----. ' 0 c ~ '< " -~ ' "' 1 :\ [!! a. Expans on E 0 upon (.) wetting 2 0.1 1.0 10 100 APPLIED PRESSURE -ksf 105 115-6 ~ SWELL-CONSOLIDATION TEST RESULTS Figure 13 H""Wortn-Pawl<lk Geot..:llnteol I I I I I I I 2 * c: .Q 1 U) c: "' 0. .l) ' 0 c: .£ "' 1 !!! 0. E 0 (.) 2 0.1 0 * c: ·~ 1 c:: ~ w . 0 • c: .Q U) ~ 1 0. E 0 (.) 2 0.1 105115-6 Moisture Content -8.5 percent Dry Density = 109 pel Sample of: Slightly Sandy Silty Clay From:· Boring 14 at 4 Feet r-..._ ...... ~ "" ~ '\ '\ f\.1'\ i Expansic n upon wetting 1.0 10 100 APPUED PRESSURE -ksf .. Moisture Content = 5.9 perce nt Dry Density = 115 pcf Sample of: Sandy Silty Clay From: Boring 17 at 9 Feet >--......., -............ Expansion """ upon r-.., wetting 1.0 10 100 APPLIED PRESSURE -ksf ~ SWELL-CONSOUDATION TEST RESULTS Rgure 14 HEPWORni-PAWLAJCGE(.f"fECl(foUCAL. I I Moisture Content = 3.6 percent Dry Density = 109 pcf I Sample of: Sandy Silt and Clay 0 From: Boring 18 at14 Feet I ~ 1 ~ c ~ No movement ·* "' upon I "' ~ 2 wetting 0. E 0 I () 3 I 0.1 1.0 10 100 APPUED PRESSURE-ksf Moisture Content = 3.3 percent Dry Density = 108 pel Sample of: Sandy Silt and Clay From: Boring 21 at 14 Feet 0 Compression *-:.....---./ upon 1 wetting c: 0 ~ "(ii "' l£ 2 0. " E " 0 () ~ 3 0.1 1.0 10 100 APPUED PRESSURE-ksf 105115-6 ~ch SWELL-CONSOLIDATION TEST RESULTS Figure 15 Heoworth...Pawlak Geotedlnloot I Moisture Content = 3.4 percent Dry Density = 109 pcf I Sample of: Sandy Silt and Clay From: Boring 22 at 19 Feet '#. 0 .I c: -...... t-" 0 1'-c ·a; 1 "' e ' t'... No movement Q. E upon 8 2 wetting I I I I 0.1 1.0 10 100 APPUED PRESSURE-ksf I - Moisture Content = 4.6 nt perce Dry Density = 105 pcf Sample of: Sandy Silt and Clay From: Boring 25 at 9 Feet '#. 0 c: ~ ·~ ........ w 1 ('! ~ "-. Q. E t'... 0 () 2 No'movement upon wetting . o;1 1.0 10 100 APPUED PRESSURE-ksf 105115-6 . H~ certech SWELL-CONSOUDATION TEST RESULTS Figure 16 HFPWORnf.PAwt..AKG£0'1'£C:HN.lCJU I I I I I I I I 10 0 20 LU z 30 ~ lj! 40 I : 70 eo 90 100 .00> HYDROMETER ANAL 'ISS TIME READINGS .019 .007 JJ14 .too SIEVE ANALYSIS U.S. STANDARD SERIES #4 .300 ... 1.18 ,, ClEAR SQUARE OPENINGS 3/8' 3/4' 1 1/Z 3' 5'6" 8' ,,. 76.2 1S2 203 "' DIAMETER OF PARTICLES IN MIWMETERS Q.AYtOSII.J ANE c C(WISE GRAVEL 17% SAND 25 % SILT AND CLAY 58 % UQUIDUMIT % PLASTICITY INDEX % SAMPLE OF: Sandy Gravelly Silt FROM: Boring 15 at 14 Feet H\'OAOMETEA ANAL\'SIS SIEVE ANALYSIS I 24 45 0 ~ 7 HR TIME READINGS I U.S. STANDARD SERIES I CLEAR SQUARE OPENINGS 8~ .15 MIN.80MIN19MIN.4MIN. 1 MIN. #200 #100 #50 #30 #16 #8 #4 :J/6" 3/4" 11/Z 3' 5"6" 10 0 20 w z 30 ~ 40 a: f-z 50 w 0 a: 80 w a.. 70 80 90 100 '"" "' 00 ., " 100 90 30 20 10 0 .001 .002 .005 .009 .019 .037 .074 .150 .300 .800 1.18 2.36 4.75 9.S,2.519.0 37.5 76.2 12)52 203 DIAMETER OF PARTICLES IN MIWMETEAS (;Uo.Y TO SILT "'!)"" GRAVEL 34% SAND 24 % SILT AND CLAY 42 % UQUIDUMIT % PLASTICITY INDEX % 105115-6 GRADATION TEST RESULTS Figure 17 I I I I I I H'IOAOME!ER ANALYSIS SIEVE ANALYSIS TIME READINGS U.S. STANOARO SERIES CLEAR SQUARE OPENINGS ~t,IN, 1~t~!N.t3iJMINl9M!N.4 MIN. 1 M!N #200 #100 #50 #30 #16 #8 #4 3/8" 3/4" 11/Z' 3" 5"6" 8" 0 ,., "' a w z 30 ~ w 0: ~ 50 w () 0: 60 w a. 70 "" so 90 " 100 0 .001 .OOS .000 .019 JYJ7 IJ74 .150 ..300 .600 1.16 2.3& 4.75 9.G lU 19.0 37S DIAMETER OF PARTICLES IN MIWMETERS ~~~~ GRAVEL 38% SAND 36 % SILT AND CLAY 26 % LIQUID LIMIT % PLASTICITY INDEX % SAMPLE OF: Silly Sand and Gravel FROM: Boring 19 at 9 Feet I H'IOROMETER ANALYSIS I SIEVE ANALYSIS r ~ ~ ~-7 HR TIME READINGS I U.S. STANDARD SERIES I 15 MIN. 60MIN19MIN.4 MIN. 1 MIN. #200 #100 #50 #30 #16 #8 #4 0 10 til 20 z 30 ffi 0: 4{) ~ 50 w ffi 60 a. 70 80 90 100 .001 .00~ .005 .()(jg .019 .037 .074 .150 .300 .600 1.18 2.36 4.75 DIAMETER OF PARTICLES IN MIWMETERS Q.AYTOSI.T FINE ~ . JCOARSE I SAND 39 % CLEAR SQUARE OPENINGS I 3/8' 3/4' 11/Z' 3' 6'6' 8' 9.~2.519.0 37.5 SILT AND CLAY 23 % GRAVEL. 38% LIQUID LIMIT % PLASnCITY INDEX % 100 90 80 (9 70 z ~ 60 ({: f- 50~ .wffi a. 30 20 10 105115-6 GRADATION TEST RESULTS Figure 18 HEPWORTH-PAWLAk GEOIECHNICAL, INC. TABLE 1 · Job No. 105 115·6 SUMMARY OF LABORATORY TEST RESULTS GAAD'¢I\oN A~ ~lof3 SAMPLE UNCONFINED NATURAL NATURAL PERCENT MOISTURE DRY GRAVEL SAND PASSING UQUlD PI.ASTIC COMPRESSIVE SOIL OR BORINGS DEPTH CONTENT DENSiiY NO. 200 UMIT INDEX STRENGTH BEDROCK iYPE (%) (%) SIEVE (ft) (ocf) (%) CPSFl .. 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 I. 28 11 Sandy silty clay ' 5 81;2 9.3 100 I 54 Silt and sand with gravel 6 14 10.3. 50 Very silty sand and gravel 24 18.2 106 73 -~silt 7 9 16.3 108 62 Sandy silt 24 17.7 107 74 Sandy silt ~ 8 4 4.0. 107 I· 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 AmRBERG UMITS UNCONFINED MOISTURE DRY GRAVEL SAND PASSING UQUID PLASTIC COMPRESSIVE SOJLOR BORINGS DEPTH CONTENT DENSITY NO. ZOO UMIT INDEX STRENGTH BEDROCK iYPE (%) (%) 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 nEPVvuK.TH·PAWLAK GEOTECHNICAL, INC. TABLE 1 Job No. 105 115·6 SUMMARY OF LABORATORY TEST RESULTS ~UMITS ~3of3 SAMPLE NATURAl. NATURAl. PERCENT UNCONFINED MOISTURE DRY GRAVEL SAND PASSING UQU!D PlASTIC COMPRESSIVE SDlLOR BORINGS DEPTH CONTENT DENSITY NO. 200 UM!T INDEX STRENGTH BEDROCK TYPE (%) (%) SIEVE (ft\ (%\ (ocf\ (%) (o/o\ (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 I: Silty sand and gravel I' 20 4 1.9 103 36 I Silty sand and gravel I 21 14 3.3 108 I: Sandy silt and clay 22 4 3.3 38 39 23 I 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 December 4, 2008 Iron bridge Golf Club & Sporting Community 410 !ron bridge Drive Glenwood Springs, CO 81601 ATfN: Mike Woelke RE: Post Tensioned Slab-on-Grade Certification '--lrrulht4d}(ee Community Garfield County, Colorado Dear: Mike 1205 S. Pum RivER DRIVE, SuiTE 200 DENVER, CoLORADO 80223 OFFICE (303) 715-9885 FAX (303) 715-9890 As of December 2, 2008 all required construction observations for the Post Tensioned Slab-on-Grade Foundation System at the subject site have been completed by this office. From our observations, we have concluded that this foundation has been constructed in accordance with the approved construction documents and guidelines set forth by the Post Tensioning Institute. All required observations and their subsequent letters by this office for the Post Tensioned Slab-on-Grade Foundation System which includes the Trench Beam and Steel Observation including Ufer Rod, Tendon Placement (pre-pour) Observation, and Tendon Stressing Observation have been approved by this office. We also note that the required insulation has been installed per our structural details and the International Residential Code, 2003 Edition. No further observations are required. Please call if you have any questions. Sincerely, Fuhrmann Engineering Services, LLC J1lt ~- Jeffrey R. Goben, PTI # 9160622 Reviewed by: Nathaniel P. Graf, P .E. JRG:jma cc: file ----------~ ~ 1FUHRMANN ENGlLNEJEllUNG §ERVJ!CE§, LLC December 4, 2008 Iron bridge Golf Club & Sporting Community 410 Iron bridge Drive Glenwood Springs, CO 81601 Attn: Mike Woelke RE: Tendon Stressing Observation 0 eron Vista ro e Subdivision Garfield County, Colorado Dear Mike: 1205 s. PLATTE RivER DRIVE, SUITE 200 DENVER, COLORADO 80223 OFFICE (303) 715-9885 FAX (303) 715-9890 Per your request, we visited the subject site on December 2, 2008 to observe the tendon stressing operations for post-tensioned slab-on-grade design. The stressing of the tendons were conducted within acceptable tolerances and appeared to be in general conformance with the construction. At this time, tendon tails may be cut off and the anchor cavities grouted with a high strength, non-shrink grout. This concludes the construction of the post-tensioned foundation system. Please call if you have any questions. Sincerely, Fuhrmann Engineering Services, LLC J1tvtL- Jeffrey R. Goben, PTI # 9160622 JRG:jma attachments file November 18, 2008 Ironbridge Golf Club & Sporting Community 410 Iron bridge Drive Glenwood Springs, CO 81601 Attn: Mike W oelke RE: Trench Beam and Steel Observation including Ufer Rod 0183 Blue Heron Vista Lot 274 Iron bridge Subdivision Garfield County, Colorado Dear Mike: 1205 S. PLATTE Rrv.ER DRIVE, SuiTE 200 DENVER, COLORADO 80223 OFFICE (303) 715-9885 FAX (303) 715-9890 Per your request, we visited the subject site on November 13, 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, Fuhrmann Engineering Services, LLC ~1/"l AL Jeffrey R. Goben, PTl # 9160622 JRG:jma Attachments file November 18, 2008 Ironbridge Golf Club & Sporting Community 410 Iron bridge Drive Glenwood Springs, CO 81601 Attn: Mike Woelke RE: Tendon Placement (pre-pour) Inspection 0183 Blue Heron Vista Lot 274 Ironbridge Subdivision Garfield County, Colorado Dear Mike: 1205 S. PLATTE RivER DRIVE, SuiTE 200 DENVER, COLORADO 80223 0FACE (303) 715-9885 FAX (303) 715-9890 Per your request, we visited the subject site on November 13, 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 conformance with the construction plans. We observed the top of grade appeared to be at the correct elevation to maintain 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, Fuhrmann Engineering Services, LLC tJ1[ '( ){. Jeffrey R. Goben, PTI # 9160622 JRG:jma attachments file Division of Registrations View Permit 668290 Requestor Site Inspections Inspected Date 07/21/2QQ~ 07/201200~ 0512012009 Division of Registrations Electrical and Plumbing Permits Online Company Name: MD ELECTRICAL SERVICES INC First Name: MIKE Last Name: SEEMAN Address: 947 HICKORY DR City: RIFLE State: CO Zipcode: 816500000 Phone: (970) 930-5559 Fax: ()- Email Address: ttelinde1@juno.com License Number: 7536 Property Type: PRIVATE Property Owner: IRONBRIDGE Job Site Address: 0183 BLUE HERON VISTA City: GLENWOOD SPRINGS State: co Zipcode: County: GARFIELD Power: XCEL-CARBONDALE Building Type: RESIDENTIAL Construction Type: NEW Mise Construction: RESIDENTIAL NEW Square Feet: 1500 Trim: N Type FINAL ACCEPTED PARTIAL FINAL ACCEPTED ROUGH IN ACCEPTED Status Page I of2 https://www.dora.state.co.us/pls/real!ep _web _permit_gui.show _page?p _user_type=ELEC... 9/28/2009 Division of Registrations Status/Actions Permit Number: 668290 Type: ELECTRICAL Status: CLOSED Opened: 05/09/2009 Expiration Date: 05/09/2010 Closed: 07/21/2009 Replaces: NONE Replaced By: NONE Questions? 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Page 2 of2 Generated: 09/28/2009 09:47a.m. Privacy Statement I Disclaimer Federal Home Page II State Home Page II Department Home Page Top of Page Technical Assistance: E~maillnformation 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, ASC!l, STS Assistance Numbers} https://www.dora.state.co.us/pls/real/ep _web _permit_gui.show _page?p _user _type=ELEC... 9/28/2009 / ,/ ~-~-...... --· -·-· Parcel Detail Page 1 of3 Garfield County Assessor/Treasurer Parcel Detail Information All~essor/TreasurerProp_sa:tr Search I Assessor SubsetQueJJC I Assessor Sales Seill"S<h Clerk & Record~ Reception Sef!Jch BasicJluilding Characteristi~<s I Tax Informillion ParceLD.!1ail I Valu_eJ).e.Nil I Sales Detail I Residentiaif..Cpmmercial ImQrovement D.et!iil La!ldJd~etail I Photogm!lhll I Mill Leyy~Re:ven\)es Detail I Tax Area II Account Number II Parcel Number II 2007 Mill Levy I I 090 II R043490 II 239501329274 II 64.976 I Owner Name and Mailing Address IREEDS, ROBERT L. & DONNA J. j4274 FANNING PLACE IGLENWOOD SPRINGS, CO 81601 Assessor's Parcel Description (Not to be used as a legal description) ISECT,TWN,RNG:1-7-89 SUB:IRONBRIDGE IPUD, PHASE II, FILING 1, 2 & 3 ILOT:274 PRE:R041508 BK:1596 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:754738 IRECPT:754737 BK:1822 PG:287 IRECPT:702424 BK:1822 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 IRECPT:572583 BK:1218 PG:715 http://www. garcoact.com/ assessor/parcel.asp ?ParcelN urnber=23 9 50 13 2927 4 I I I I I I I I I I I I I I I I I I 10/3/2008 Parcel Detail Page 2 of3 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:l063 PG:0578 I IBK:1063 PG:0571 I Location Physical 1183 BLUE HERON VISTA GLENWOOD SPRINGS~ Address: I Subdivision: IIIRONBRIDGE PUD, PHASE II, FILING 1, 2 & I I Land Acres: I 0 I Land Sq Ft: I 4,693 I Section II Townshi~ II Range I 1 II 7 II 89 I 2008 Property Tax Valuation Information II Actual Value II Assessed Value I I Land: 82,51011 23,9301 I Improvements: II Oil 0 I Total: 82,51011 23,9301 A!idi1ional Value Detail Most Recent Sale Sale Date: 118/22/2008 Sale Price: 1145,700 AdditiJ?JI<!LSA!es Detail Basic Building Characteristics http://www. garcoact.com/ assessor/parcel.asp ?ParcelN urnber=23 9 5013 2927 4 10/3/2008 Parcel Detail I I I I I I I Number of Residential 0 Buildings: Number of Comm/Ind 0 Buildings: No Building Records Found Tax Information Tax Year II Transaction Type 2007 II Tax Payment: Second Half 2007 II Tax Payment: First Half 2007 II Tax Amount 2006 II Tax Payment: Second Half 2006 II Tax Payment: First Half 2006 II Tax Amount J_QJ2 ofPag~ II Amount I II ($640.66)j II ($640.66)1 II $1,281.321 II ($53.10)1 II ($53.10)1 II $106.201 As~es;tod:latabase Search Ontions I Treasurer Data_b!lss;_Search_.OpJions Clerk & Recorder Database Search O]:ltilms 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 Good Tmnslioft_wan~. http://www.garcoact.com/assessor/parcel.asp?Parce1Number=239501329274 10/3/2008