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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. 091S Parcel No: 2395-014-29-076 Locality: lronbridge PUD Ph2 , flg 1,2&3, Lot 76 Job Address: 1123 River Bend Way, GWS Use of Building: s/f on unfin ished baseme nt & atta ched garage & covere d pa tio --------------------------~--~----~~------ Owner : Bec kman , Ryan & Virg inia Contractor : Hanse n Const ruction Fees : Plan Check: $ 1,435 .82 Septic: Bldg Permit: $ 2,208 .95 RFTA : $ 750.00 Total Fees: $ 4,394 .77 Clerk: c:·-~ Date : r~~:l.m~ I GARFIELD COUNTY BUILDING PERMIT APPLICATION m e:d e_ 1 ~eta~ 108 8th Street, Suite 401, Glenwood Springs, Co 81601 '' (l '1 Phone: 970-945-8212 I Fax : 970-384-3470 I Inspection Line: 970-384-5003 \.._..; E:.J...e\}a_--tt an www.garfield-county .com g~ol 8 Use of Building: 9 Describe Work: Class of Work : New o Alteration o Addition o Detached o iSDS Garage: Attac~ Septic: Owners va luation of Work : $ NOTICE Authority. This application for a Building Pen nit must be signed by the Owuer of the property, described above, or an authorized agent. If the signature below is not that o f th e Own er, a separate letter o f authority, s igned by the Owner, must be provided with thi s Application. Legal Access. A Bui ldin g Pemti t cannot be issued without proof of legal and adequate access to the property for purposes of inspections by the Building Depa11ment. Other Permits. Multiple separate p enn its may b e required: (I ) State Electrical Penn it , (2) County ISD S Penn it, (3) another penn it required for use o n the property identified above, e.g. State or County Highway/ Road Access o r a State Wastewater Discharge Pennit. Void Permit. A Building Penni! becomes null and void if the work authorized is not commenced within 180 days of the date of issuance and if work i s su sp ended or abandoned for a period of 180 days after commen cem ent . CERTIFICATION I hereby cet1ifY that I have read this Application and that the infonnation contained above is tme and correct. I u nderstand that the Building D epartment accepts the Application, along with the plans and specifications and other data s ubmitted by me or on my bchalf(submittals), based upon my certification as to accuracy. Assuming completeness of th e s ubmittals and approval of thi s Applicati on, a Building Pennit will be iss ued g ranti ng penniss ion to me, as Own er, to construc t th e stmcture(s) and facilities detailed on the s ubmittals rev iewed by the Building Department. In consideration o f the issuance of the Building Penn it, I agree that I and my age nts will comply with provisions o f any federal , state or local l aw regulating the work and the Garfie ld County Building Cod e, ISDS regulatio ns and applicable l and use regulation s (County Regulation(s)). I acknowledge that the Building Penni! may be s u sp ended or revoked, upon notice from the County, if the l ocation, constm cti on or use of the stmc ture(s) and facility(i es), described above, arc n ot in complia nc e with County Regulation(s) or any oth er applicable law. I h ereby g rant p ennission to the Building Department to enter the property, described above, to inspect the work. I further acknowledge th at the issuance of the Building Penni! does no t prevent the Building Official from: (I) requiting the correction of errors in the submittal s, if any, discovered after issu ance; or (2) stopping constmction or use of the stmcture(s) or facility(ies) i f such is in violation of Co unty Regulati on (s) or any other applicable law. Review of this Application , i ncl uding subminal s, and inspections of the work by the Building Department do not constitute an acceptan ce o f responsibility or liability by the County of errors, omi ssions or discrepancies. As the Owner, I acknowledge that responsibility for compliance with federal , state and local laws and Co unty Regulations rest with me and my authOJi zed agents, including wi th o ut limitation my architect designer, eng ineer and/ o r builder. I HE REB CKNOWLEDGE THAT I HAVE EAD AN D UNDERSTAND T H E NOTIC & CERTIFICATION ABOVE: STAFF USE ONLY Special Conditions: Adjusted Va luation: Plan Check Fee: Pe r m it Fee: Ma nu home Fee: Mise Fees: 3\ ·t,~l.(,$",72 n~-~'5 . ~A. )~o&. q> l$""000 f2FTA ISDS Fee: Total Fees : Fees Paid: Balance Due: \ BP No & Issue Date: ISDS No & Issued Date: rp A ltf13 .C{9S ~~ro.71 4~-~<1 «t:( 1 Setbacks: \. OCC G r oup: Const Type: Zon ing: ' ~ac I BLDG DEPT: PLNG DEPT: 4)r\, \l ~ L) -~0"--ol> Uk ~ ~--'2-P---oy APP ~Y\V}~)., DATE APP~~ PM LJ DATE ~ The following items are required by Garfield County for a final Inspection: I) 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 all IBC 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 app licab le . 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. c Jt~<s!!E- OW NERS SIGNATU::; Bapplicationseptember2007 VALUATION FEE DETERMINATION Applicant Address Date .!B!!:e'::ckm~a~no_..----.,...,.,.,.--------Subdivision 21.!1!::23'-Ri~·v~el&!H::n~d:!..W.!!."a!l.y _______ Lot/Block ..::5::.:12:::8::.:12:::0::!0::8 __________ Contractor Finished (Livable Area): Main Upper Lower Other Total Basement: Unfinished Square Feet Valuation Conversion of Unfinished to Finished Total Valuation Garage: Valuation Crawl Space Valuation Decks/ Patios Covered Open Valuation Type of Construction: Occupancy: Valuation Total Valuation 1704 sf 1375 sf sf sf X $74.68 3079 sf 1704 sf X $41.00 sf X $33.68 789 sf X $18.00 sf X $9.00 110 sf X $24.00 sf X $12.00 Commercial sf X sf X sf X sf X sf X sf X Ironbridge f\A'D flh .a--. 76 Hansen 229,939.72 69,864.00 14,202.00 0.00 2,640.00 0.00 316,645.72 PLAN REVIEW CHECKLIST Applicant 'fl.. ~l~(b..) Date 5 ---2 ~-dV Building ~ineered Foundation ......{,..L_Driveway Permit 6x.~ _.l.L Surveyed Site Plan -t.L-Septic Permit and Setb acks ~ V Grade /Topography 30% ~ttach Residential Plan Rev iew List d_ Minimum Application Questionnaire V Subdivision Plat Notes -Jll_Fire Department Review 2valuation Determination/Fees ~Red Line Plans/Stamps/Sticker -*-Attach Conditions /Application Signed ~an Reviewer To Sign Application ---.iL_ Parcel/Schedule No . 4 40# Snowload Letter-Manf. Hms. _J_ Soils Report 1000 psr- GENERAL NOTES : Planning/Zoning __t.LProperty Line Setbacks ~Oft Stream Setbacks ~Flood Plain ~uilding Height ~Zoning Sign-off VRoad Impact Fees V HOAIDRC Approval U Grade/Topography 40 % V Planning Issues vi'ubdivision Plat Notes 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. Please review this document to determine if yon have enough information to design yonr project and provide adequate information to facilitate a plan review. Also, please consider nsing a design professional for assistance in yonr design and a construction professional for constrnction of yonr project. Any project with more than ten (10) occnpants 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 snbmit the completed checklist at time of application for a permit. Plans to be inclnded for a Bnilding Permit, mnst 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 deck s, ba lcony , steps, hand rails and guard ra il s, windows and doors, in c luding the finish grade line and original grade. A section showing in detail , from the bottom of the footing to th e top of the roof, in cludin g re-bar, anchor bolt s, pre ss ur e treated plates , floor joists , wall stud s and spac in g, in sulation , shee tin g, hou se -rap, (which is requir ed), sidin g or any approved buildin g mat e ri a l. Eng ineer ed foundati ons ma y be required. A window sc hedule. A door sc hedul e. A floor framing plan , a roof framing plan, ro of mu st be de s igned to withstand a 40 pound per squ are foot up to 7,000 feet in elevation, a 90 M.P.H. wind s peed , wind exposure B or C, and a 36 inch frost depth. All sheets to be identified by number and ind exed. All of the above require ment s mu st be met or your plans will be returned . All pl ans submitted mu st be incompliance with the 2003 IRC . I. Is a site plan included that id ent ifie s th e loca ti on of the propo se d structure or additi o n and distances to the property line s from each corner of the propo se d structure(s) prepared by a licen se d surveyor and ha s th e s urveyors s ignature and profe ss ional stamp on th e drawing? Propertie s with slopes of 30% or greater must be shown on the s ite 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 buildin g envelope on a s ubdivision final plat shall be prepared by a licensed surveyor and have th e survey or 's signature and profess ional stamp on the drawing. An y structure to be built within a building envel ope o f a lot show n on a recorded subdivision pl at s ha ll includ e a co py of th e building envelope as it is shown o n the fin al plat with the proposed structure lo ca ted within t 1e envelope. Yes_-+-=-- 2. Does the s ite plan al so include any other building s on the property , setb ack easements and utility easements? Please refer to Section 5.05.03 in th e Garfield County Zo nin g Reso luti on if the property you are applying for a building permit on is located on a corner lot. Special se tback s do apply. Yes ~ 3. Doe s the s ite plan include when applicable the location ofthe !.S.O.S. (Individual Sewage Di sposa l System) and the distance s to the property line s, wells (on su bj ect prope rty and adjace ~t properties), stre ams or water courses? Ye s -..P.-- 4. Doe s the site plan indi cate the locat ion and dir ect ion of the County or priv a te road accessing the property ? 2 Yes ~ 5. Are you aware that prior to submittal of a building permit application you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department at 625-860 I. Yes "'Y-- 6. Do the plans include a foundation plan indicating the size , location and spacing of all reinforc!steel in accordance with the IRC or per stamped engineered design? Y es. __ ~-P"""---- 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 '{v 8. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits? Yes "f 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 ~wi d loads? Yes ---1--'"""----- I 0. Does the plan include a building section drawing indicating foundation , wall, floor , and roof construction?~ Yes ·----1--"------ 11. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes 'f--- 12. Does the building section drawing or other detail include the method of positive connection of all colu~s and beams? Yes ---1-~---- 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 flxa roof? (Building height measurement usually not to exceed 25 feet) Yes _ __,,__,._ __ _ 14. Does the plan include any stove or zero clearance fireplace planned for installation including 3 15 . 16. 17 . 18. 19. 20. 2 1. 22. 23. make and model and Co lorado P a 11 cert ifi cations or phase II EPA certification? Ye s No ---1.....,._ __ _ Does the plan inc lud e a masonry 1rep lace in c luding a fireplace sect ion in dicating de sign to comp ly with the IRC? ~ Yes No __ ~~~---- Doe s the plan include a wind ow schedu le or othe r verification that egress/rescue windows from s l e ~g rooms and/or ba se ment s comp ly with the requirements of the IR C? Ye s ~ No ____________ _ Doe s the plan inc lu de a window schedule or other verificat ion that windows prov id e natural li ght a v nti lation for all habitable room s? Yes No ______ _ Do the plan s indicate the location of glazing subject to human im pact s uch as g lass doors, g laz in g immediately adjacent to such doors; g lazing adjace nt to any surface normally used as a walking surface; slidin g g lass do ors; fixed g lass panels ; shower doo rs and tub enc losures and s pe~ifx safety g lazing for the se area s? Yes No ------- l s the locati on of all natural and liquid petroleum gas furnaces , boiler s and water heate rs indicate o the plan? Ye s No ------- Do yo u understand that if you are bui ld ing on a pa rcel of land created by the exe mpt ion proce ss or the subdiv ision pro cess , are building plans in comp li ance with all plat note s and/or co~v ants? Yes No ------- Do you understand that if you belong to a Homeowners Associat ion (HOA), it is your re s ponsibility to obta in written permi ss ion from th e assoc iation, if required by that associat ion, prior to submitting an application for a building permit? The building permit application w ill be accepted without it, but you run the ri sk of the HOA br in ging act ion to enforce the covenants , which ca n result in revocation of permit iss ued. Add iti ona ll y, yo ur Plan Review fee is not refundable if the pl ans have been reviewed by the Building Department prior to any actio n by the HOA t hat require s e ith er revocat ion or substa modification ofthe plans. Yes No ------- Will thi \}th e only residential structure on the parce l? Yes ---T-No lfno-Explain: ______ _ Have tw¥-complete sets of construction drawings been s ubmi tted w ith the appli cation? Yes 4 24. Do you understand that the minimum dimen sion a home can be on a Jot is 20ft.wide and 20ft.lon ~? Yes No ----- 25. Have you designed or had this plan designed while considering building and other construction code requirem ents? Yes )< No _____ _ 26. Do your plan s comply with all zoning rule s and regulations in the County related to your propertie s zone district? Yes /)( No __________ __ 27. Doe s the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Ye s ~ No _____ _ 28. Do you under stand that approval for design and/or construction changes are required prior to the a plication of these changes? Yes No ------ 29. Do you under stand that the Building Department will collect a "Plan Review" fee from you at the tim e of application submittal and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or "Septic System" fee s required , at the time you pick up your buildit):permit? Ye s No ------ 30. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made from 7:30a.m. to 3 :30p.m. Monday through Friday. Inspections are to be called in to 384-5003. Yes )C No _____ _ 31. Are you aware that reque sting in spec tions on work that is not ready or not accessible will result in x $50.00 re-inspection fee? Ye s No ------ 32 . Are you aware that you are required to call for all in s pection s required under the IRC including approval on a final in spection prior to receiving a Certificate of Occupancy and occupanc~ofthe building? Yes No ------- 5 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}J-C? Yes ~ No ____________ _ 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 t!i••l)f of applicable inspection. Yes 'f-.. No --------------- 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 ~ No ________________ __ 36. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes '/.. No (please check with the building department about this requirement) 37. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading permit? Yes )(, 38. Are you aware that if you will be connecting to a public water and/or sev-ier system , that the tap fees have to be paid and the connections inspected by the service provider prior to the issuan ~of a Certificate of Occupancy? Yes --+-'"'------- I hereby acknowledge that I have read, understand and answered these questions to the c~ya~ S1g_nat ure o f O wner , I Phone: 3'iSY-3~9D days); ________ (evenings) ProjectName: Lc:J+ 7L.o . I YDOb("lrkb 1?h a Project Address ll@'O RJu'Ben& ~~ GW'b Notes: If you have answered "No" on any of the questions, you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. !fit is determined by the Building Official that additional information is necessary to review the application and plans to detennine 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. Bpminreq November2006 7 EXHIBIT A FREEDOM PROGRAM CONSTRUCTION CONTRACT 1-.21 ,zoo!_ THIS CONSTRUCTION CONTRACT ("Contract") is made and entered into between IRONBRIDGE HOMES LLC, a Colorado limited liability company ("Contractor"), whose address is 410 Ironbridge Road, Glenwood Springs, Colorado 81601, whose teljphone number is (970) 947-4300, and whose facsimile number is (970) 928-8865 and f~Cf=VIfb/MfJ ~ ("Owner"), whose address is ~~~MJeta:rz_ ted. {frRi!t2(1}Difll!) {13 {j / bz? , whose telephone number if?tl2.:7l)'fb7Z/, and whose facsimile number is . This Contract is entered into this ~ay of\fl;.JiftreJ/ , 20crf5(''Efft:ciive Date"). This Contract is entered into in connection with and pursuant to Contractor and Owner's Freedom Program Purchase and Sale Agreement dated ~ ·· ,-:} { , 20<tl. 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 Purnhase and Sale Agreement, and constructed by Contractor: i. .?ZOOt/- ii. iii. ______ (collectively, the "Plans"). 3. Construction Services a. Contractor shall procure and pay for all permits, 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 permits, licenses. approvals and inspections for the House. b. Upon Contractor's request, Owner shall provide all "Requested Information" to Contractor in a timely manner, and shall be available to meet w~th Contractor to approve plans and review the progress of the Work. Requested lnfom1ation shall include, but not necessarily be limited to: 1. proofoffinancing 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 i'md 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: 1/1108 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 pennitting any other contrac,tor 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 lnfonnation 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 Damages are a reasonable esiimate thereof. b. Provided that Owner has complied with all of its obligations hereunder, including but not limited to timely payment of all sums due to Contractor, and Owner has secured financing for the House and delivered satisfactory proof thereofto 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 (I 0) months after the Commencement Date (the "Completion Date"). The Completion Date may be extended on account of: i. labor disputes; ii. fire or other damage to the House; including interior damage; iii. material or labor shortages; iv. transportation delays; v. governmental action; vi. unusual weather conditions; vii. change orders or delays caused by Owner; viii. the failure of Owner to provide information and/or approvals in a timely manner; or ix. any other causes which are beyond Contractor's control or which may otherwise justifY the delay; and x. Force Majeure events. d. Without limiting the foregoing, Owner agrees to provide all required 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 ofFive Thousand Dollars ($5,000.00) per month, allocated for fractional portions of months as an Extension Fee. The parties hereby agree that actual damages for such delays cannot be calculated now with certainty, and that these Liquidated Damages are a reasonable estimate thereof. 6. Ownership of Plans. Owner agrees and acknowledges that the Plans, and any amendments or revisions thereto, are and shall remain the sole and exclusive property of Contractor, and Owner agrees not to sell, transfer, assign, use, copy or share the same with any person or entity without the prior and express written consent of Contractor, which may be withheld in Contractor's sole discretion. 7. Contract Price. a. b. Ow~~! I~ C9JII<actor the~ o~f1l4 t(v/)/f)il) 4. ~-4::/tt[L ~ _ --'9ollars ( .00) ("Contract Price") for performance of the Work, which amount shall be paid in accordance with the payment provisions set forth io this Contract. 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 \Vork in accordance with the schedule attached hereto as Exhibit A-1 ("Draw Schedule") or at any intermediate point based on the percentage of completion of work at that time identified by inspection. Progress payments shall be delivered to Contractor within Form Date: 111/08 160F 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 of the Contract Price remaining to be paid, Owner shall deposit the difference into a construction control account and execute a customary construction control agreement with respect to the holding and distribution of said sum prior to Contractor's obligation to commence or continue construction at the House Site. Owner shall be responsible for the payment of any fees in connection with the construction control. c. Within ten (I 0) days after substantial completion of the Work, Owner shall pay all remaining amounts due under this Contract. d. All monies not paid when due as provided herein shall bear interest at the rate of eighteen percent (18%) per annum. e. In the event any installment is not paid when due, Contractor may exercise any remedy set forth in this Contract or exercise any other legal and/or equitable rights which may be necessary or appropriate to enforce this Contract. 9. Changes in the Work a. Buyer understands, acknowledges and agrees that the Contract Price includes only the items set f01th in the document attached hereto as Exhibit B ("Features List"). These are referred to herein as ("Standard Selections"). b. Additions, upgrades, and/or optional items which are made available to Owner shall be selected, contracted and paid for in a separate contract with Contractor or by Change Order. c. Contractor may offer pre-designed and priced options for each Residence to Owner. i. Options which change the architectural design of the Residence, such as an additional garage bay, are referred to as architectural options ("Architectural Options"). ii. Options which change the materials and colors of the Residence, such as carpet type and/or color, are referred to as design options ("Design Options"). 111. Together these are often referred to as ("Options'). d. Changes to the Work that are not a pre-designed and priced Architectural Option or Design Options are referred to as change orders ("Change Orders"). 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 ("DS I"), Design Selection 2 ("DS2") and Design Selection 3 ("DS3"). DS I is seven (7) days after closing, DS2 is forty five ( 45) days after closing and DS3 is ninety (90) days after closing. ii. Should Owner fail to select Options on or before the applicable design selection date, Seller shall have the right to either stop work, install the standard selection or deny the Option. iii. Options and Change Orders shall be selected subSequent to the execution of this Agreement. Payment in the amount of I 00% ofthe price of each Option or Change Order shall be due when each Option or Change Order is ordered. g. ALL PAYMENTS FOR DESIGN OPT]ONS ARE NON-P&nJNDAl3LE TO O'NNER h. All Option purchases and change orders shall be executed by both the Owner and the Contractor and paid for by Owner, prior to the commencement of the work set forth therein. i. In the event that any increase in the cost of construction arises because of a change in applicable governmental regulations taking effect after the date of this Contract, such revision or condition shall be the basis for a change order ~nd Contractor shall receive appropriate compensation for making such change. I 0. Possession and Use of the Lot. Upon the Closing of the Lot, Owner is deemed to have conveyed to Contractor an absolute and exclusive right to possess and use the Lot. Owner shall not enter the Lot unless accompanied by an authorized representative of Contractor. 0\vner shall not instruct, direct or otherwise contact Contractor's laborers, subcontractors or consuitants. Contractor shall permit access to the Lot by inspectors of Owner's lender. Contractor shall return possession of the Lot to Owner at the time that a1l payments and obiigations reqHire.d of the Owner have been fully paid and performed by the Owner. If possession of the House and Lot is taken by the Owner before Owner"s obligations set forth in this Contract are fully performed 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· 1/1/08 17 OF 23 II. 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. After Substantial Completion, the Limited Seller's Warranty included in the Freedom Program Purchase and Sale Agreement shall apply. 12. No Assignment. This Contract shall not be assigned by Owner or Contractor to any other party except after the prior written consent of Owner or Contractor, which consent may be reserved in Owner's or Contractor's sole discretion. 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 foregoing, Contractor consents to a collateral assignment of this Contract to Owner's lender pursuant to Owner'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 less than the Purchase Price, together with insurance covering loss or damage to Owner's personal property, and Owner's personal liability for injuries which may be sustained within the Property; and 111. Comprehensive General Liability insurance in the amount of$1,000,000. b. Contractor shall maintain during the tenn of this Contract: i. Workers compensation insurance, as required by law. 14. Termination ofthe Contract upon Termination of the Freedom Plan Purchase and Sale Agreement. This Contract shall be deemed terminated upon the termination of the Freedom Plan Purchase and Sale Agreement for any reason. In such event, unless the cause of such termination is the default of Contractor as seller under the Freedom Plan Purchase and Sale Agreement, Contractor shall be entitled to retain all other arnount(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 ail 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 ( 1 0) days after written notice from Contractor, Contractor may stop the Work until payment is made or Owner fulfills its duties. Should the Work be stopped for a period of fifteen (15) days or more upon Owner's failure to make a progress payment or as a result of any other act, omission or neglect of the Owner, then Contractor may, upon providing written notice to Owner, tenninate this Contract. Upon such termination, the Contractor may recover from the Owner payment for all work completed and for any loss sustained by the Contractor for materials, equipmcr.t, teals, m machinery to the extent of aciuallu~s thc::r~on, plus an amount equai to the Contractor's anticipated profit under this Contract, plus interest on the foregoing amounts at the rate of eighteen percent ( 18%) per annum. I 6. 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 betwet:n Ownc::r ami Coniractor, 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 hotices required by this Contract shall be in writing anJ shall b~ given by any of the following means to the beiow listed addresses or fax numbers: a. certified or registered mail, postage prepaid, return receipt requested, in which case notice shall be deemed delivered three (3) business days after the postmark date; b. recognized commercial overnight courier, in which case notice shall be deemed delivered one ( 1) business day after Form Date: 1/J/08 18 OF 23 c. d. e. f. g. h. receipt for delivery by the courier; electronic mail transmission with confirmed receipt, telecopy transmittal ("fax"), in which case notice shall be deemed delivered upon fax confirmation of transmission to the intended party; or 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, 8160 I Notice shall b~~Rc ~::Jf-i--~,....,..~~~r:J;23 Notice of change of address shall be delivered by written notice in the manner described in this section. Rejection or other refusal to accept a notice or the inability to deliver a notice because of changed address of which no notice was given shall be deemed to constitute receipt of the notice sent. 18. Contractor's Limited Warranty. Contractor shall provide a one-year limited warranty on the house as provided for in the Freedom Program Purchase and Sales Agreement. 19. Contractor's Disclaimers. Contractor makes no representation or warranty, and shall in no event be responsible for the following: a. Hazardous materials (as defined by applicable law) in the House or on the 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 ofthe matters described in the disclosures and disclaimers set forth in the Freedom Plan Purchase and Sale Agreement, which disclosures and disclaimers are fully incorporated herein by this reference. 20. General Provisions. a. This Contract shall be governed by the laws of the State of Colorado. Jurisdiction and venue for any action concerning this Contract shall be in Garfield County, Colorado. b. In the event of any litigation or other proceedings between the parties concerning this Contract, the prevailing party shall be entitled to the payment by the nonprevailing 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 shall not be binding upon either party except to the extent that they are specifically incorporated into this Contract. d. This Contract shall be binding upon and inure to the benefit of the parties hereto and to their respective heirs, representatives, successors and 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 deetned an or!gina! and a!! taken together shaH con::;titute one. and the :;amc agreement. fax copies of this Contract and any amendments to this Contract and 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 esse-nce in eaeh and every term and provision of this Contract. .A.!! 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 ulht:J provision of this Contract, inciuding the time of performance of any provision. i. Owner understands that this Contract is a legally binding contract. Owner represents and warrants that Owner has read the terms and conditions of this Contract, and has had a full and fair opportunity to consult with legal counsel of Owner's own choosing conceming this Contract. Form Date: 1/1/08 !90F 23 CONTRACTOR: lRONBRIDGE HOMES LLC, a Colorado limited liability company By: pa.flg_f.t£ It's Managing Member Form Date: 1/1108 OWNER: 20 OF 23 YOU HAVE THE OPTION TO CANCEL THIS AGREEMENT BY NOTICE TO THE SELLER UNTIL MIDNIGHT OF THE SEVENTH DAY FOLLOWING THE SIGNING OF THIS AGREEMENT. BY EXECUTION OF THIS AGREEMENT BELOW, PURCHASER CONFIRMS THAT BEFORE SIGNING THE AGREEMENT, PURCHASER OR PURCHASER'S SPOUSE, IF PURCHASER IS A NATURAL PERSON, OR AN OFFICER, DIRECTOR, MANAGER, MEMBER OR GENERAL PARTNER OF PURCHASER, IF PURCHASER IS AN ENTITY, HAS MADE A PERSONAL, ON-THE-LOT INSPECTION OF THE RESIDENCE. EXECUTED on the dates shown below, to be effective as of the date of the last execution by Seller and Purchaser. PURCHASER: Signature: Name: Signature: Name: E-mail address: Date: SELLER: I ron bridge HomeK'LC, a !]olorado limited liability company By: f/J_j)~ Its: Date: Fonn Date: 1/1/08 13 OF 23 ~tech HEPWORTH-PAWLAK GEOTECHNICAL SUBSOIL STUDY H epw o rth ·P~w l a k Geo tec hnicnl, In c. 5020 Co umy Road I 54 G lenw ood Springs, Co lorado 8160 1 Ph one: 970-945· 7988 Fax : 970 -945-8454 ema il : hp geo@h pgeot ech.com FOR FOUNDATION DESIGN PROPOSED RESIDENCE LOT 76, RIVER BEND WAY IRONBRIDGE SOPRIS LOTS PHASE 2 GARFIELD COUNTY, COLORADO JOB NO. 107 0486 SEPTEMBER 28, 2007 PREPARED FOR: IRONBRIDGE HOMES, LLC ATTN:TEREASABAKER 410 IRONBRIDGE DRIVE GLENWOOD SPRINGS, COLORADO 81601 Parker 303-841-7119 • Colorado Sp rings 719-633-5562 • S ilv e rth ome 970 -468-1989 TABLE OF CONTENTS PURPOSE AND SCOPE OF STUDY ....................................... ~ ................................ - 1 - PROPOSED CONSTRUCTION ................................................................................. -1- SITE CONDITIONS ................................................................................................... -2- SUBSIDENCE POTENTIAL ..................................................................................... - 2 - FIELD EXPLORATION ............................................................................................ -3- SUBSURFACE CONDITIONS .................................................................................. -3- FOUNDATION BEARING CONDITIONS ............................................................... -4- DESIGN RECOMMENDATIONS ............................................................................. -4- FOUNDATIONS .................................................................................................... -4- FOUNDATION AND RETAINING WALLS ......................................................... -5- FLOOR SLABS ...................................................................................................... -6- UNDERDRAIN SYSTEM ...................................................................................... - 7 - SURFACE DRAINAGE ......................................................................................... -7- LIMITATIONS .......................................................................................................... - 8 - FIGURE 1 -LOCATION OF EXPLORATORY BORING FIGURE 2-LOG OF EXPLORATORY BORING FIGURE 3 -LEGEND AND NOTES FIGURE 4-SWELL-CONSOLIDATION TEST RESULTS TABLE 1-SUMMARY OF LABORATORY TEST RESULTS PURPOSE AND SCOPE OF STUDY This report presents the results of a subsoil study for a proposed residence to be located on Lot 76, River Bend Way, Ironbridge Sopris Lots Phase 2, Garfield CoWlty, Colorado. The project site is shown on Figure I. The purpose ofthe study was to develop recommendations for the foWldation design. The study was conducted in accordance with our agreement for geotechoical engineering services to Ironbridge Homes, LLC dated June 22, 2007. Hepworth-Pawlak Geotechnical previously conducted geotechnical engineering studies for the subdivision development and presented the findings in reports dated October 29, 1997 and February 12, 1998, Job No. 197 327. We also performed observation and testing of compaction during the Phase 2 infrastructure construction and presented our findings in daily reports Wlder Job No. 106 0367. An exploratory boring was drilled on the lot to obtain information on the subsurface conditions. Samples of the subsoils obtained during the field exploration were tested in the laboratory to determine their classification, compressibility and other engineering characteristics. The results of the field exploration and laboratory testing were analyzed to develop recommendations for foundation types, depths and allowable pressures for the proposed building foundation. This report summarizes 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 encoWltered. PROPOSED CONSTRUCTION The proposed residence will be a 2-story wood frame structure with a walkout basement level. GroWld floors will be slab-on-grade. Grading fur the structure is assumed to be relatively minor with cut depths between about 3 to 8 feet. We assume relatively light foundation loadings, typical of the proposed type of construction. If building loadings, location or grading plans change significantly from those described above, we should be notified to re-evaluate the recommendations contained in this report. Job No. 107 0486 ~tech -2- SITE CONDITIONS The lot is located on a strongly sloping alluvial fan along the uphill, western side of River Bend Way. The Robertson Ditch (now buried) and easement is located about I 00 feet uphill of the lot. The ground surface has been graded relatively flat with shallow cuts and fills during the subdivision development and slopes down to the east with a few feet of elevation difference across the building area. Vegetation consists of sparse grass and weeds. A natural dry drainage channel borders the south side of the lot. SUBSIDENCE POTENTIAL Bedrock of the Pennsylvanian age Eagle Valley Evaporite underlies the lronbridge Development. These rocks are a sequence of gypsiferous shale, fine-grained sandstone and siltstone with some massive beds of gypsum and limestone. There is a possibility that massive gypsum deposits associated with the Eagle Valley Evaporite underlie portions ofthe lot. Dissolution of the gypsum under certain conditions can cause sinkholes to develop and can produce areas oflocalized subsidence. During previous studies for the subdivision development, several sinkholes were observed scattered throughout the Ironbridge Development. These sinkholes appear similar to others associated with the Eagle Valley Evaporite in areas of the Roaring Fork River valley. The closest apparent sinkhole to Lot 76 is located about 500 feet to the south along the south side ofRiver Bend Way and River Bank Way intersection. The sinkhole was mitigated by backfilling and grouting the cavity and disturbed soils dowu to bedrock. Sinkholes related to the underlying formation rock were not observed in the immediate area of the subject lot. No evidence of cavities was encountered in the subsurface materials; however, the exploratory boring was relatively shallow, for foundation design only. Based on our present knowledge of the subsurface conditions at the site, it cannot be said for certain that sinkholes will not develop. The risk of future ground subsidence on Lot 76 throughout the service life of the proposed residence, in our opinion, is low; however, the owner should be made aware of the potential for sinkhole development. Job No. 107 0486 ~tech -3 - FIELD EXPLORATION The field exploration for the project was conducted on July 20, 2007. One exploratory boring was drilled at the location shown on Figure I to evaluate the subsurface conditions. The boring was advanced with 4 inch diameter continuous flight augers powered by a truck-mounted CME-55 drill rig. The boring was logged by a representative of Hepworth-Pawlak Geotechnica~ Inc. Samples of the subsurface materials were taken with I Ys inch and 2 inch I.D. spoon samplers. The samplers were driven into the subsurface materials 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. Depths at which the samples were taken and the penetration resistance values are shown on the Log of Exploratory Boring, Figure 2. The samples were returned to our laboratory for review by the project engineer and testing. SUBSURFACE CONDITIONS A graphic log ofthe subsurface conditions encountered at the site is shown on Figure 2. The subsoils, below about I Y, feet of compacted fill, consist of about 12 feet of sandy silt (debris fun deposits) overlying dense, silty sandy gravel, cobbles and boulders (terrace alluvium). Drilling in the dense terrace alluvium with auger equipment was difficult due to the cobbles and boulders and drilling refusal was encountered in the deposit. Borings drilled in the area typically found the terrace alluvium to be on the order of20 feet thick above the Eagle Valley Evaporite. Laboratory testing performed on samples obtained from the boring included natural moisture content and density and finer than sand size gradation analyses. Results of swell-consolidation testing performed on a sample of sandy silt, shown on Figure 4, indicate low to moderately high compressibility under conditions ofloading and wetting. The sample showed a low collapse potential (settlement under constant load) when Job No. 107 0486 ~tech -4- wetted. The debris fan soils in their natural dry condition typically tend to collapse when wetted. The laboratory testing is summarized in Table I. No free water was encountered to the drilled depth ofl5 feet and the soils were slightly moist. FOUNDATION BEARING CONDITIONS The soils at expected cut depth mainly consist ofloose to medium dense, sandy silt with some collapse potential when wetted. Shallow spread footings placed on the natural soils should be feasible for the building support with a risk of settlement and distress. The risk of settlement appears relatively low due to the limited depth of the compressible soils but the settlement potential should be further evaluated at the time of construction. Foundations that extend down to the dense terrace alluvium would have a low settlement risk. DESIGN RECOMMENDATIONS FOUNDATIONS Considering the subsurface conditions encountered in the exploratory boring and the nature of the proposed construction, we recommend the building be founded with spread fOotings bearing on the natural soils. The design and construction criteria presented below should be observed for a spread footing foundation system. I) Footings placed on the undisturbed natural soils should be designed for an allowable bearing pressure of I ,000 psf. Based on experience, we expect initial settlement of footings designed and constructed as discussed in this section will be about I inch or less. Additional settlement of about I to 2 inches could occur if the bearing soils at shallow depth are wetted. 2) The footings should have a minimum width of20 inches fur continuous walls and 2 feet for isolated pads. Job No. 107 0486 -5- 3) Exterior footings and footings beneath 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) Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by asswning an unsupported length of at least 12 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, any existing fill and loose or disturbed soils should be removed and the tooting bearing level extended down to the natural soils. The exposed soils in footing area should then be moistened to near optimum and compacted. 6) A representative of the geotechnical engineer should observe all footing excavations prior to concrete placement to evaluate 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 earth pressure computed on the basis of an equivalent fluid unit weight of at least 55 pcf for backfill consisting of the on-site soils. Cantilevered retaining structures which are separate from the residence and can be expected to deflect sufficiently to mobilize the full active earth pressure condition should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of at least 45 pcffor backfill consisting of the on-site soils. All foundation and retaining structures should be designed for appropriate hydrostatic and surcharge pressures such as adjacent footings, traffic, construction 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 surface will increase the lateral pressure imposed on a foundation wall or Job No. I 07 0486 -6 - retaining structure. An underdrain should be provided to prevent hydrostatic pressure buildup behind walls. Backfill should be placed in uniform lifts and compacted to at least 90% ofthe maximum standard Proctor density at near optimum moisture content. Backfill in pavement and walkway areas should be compacted to at least 95% ofthe 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 fuoting. Resistance to sliding at the bottoms of the footings can be calculated based on a coefficient of friction of0.4. Passive pressure of compacted backfill against the sides of the footings can be calculated using an equivalent fluid unit weight of350 pc£ The coefficient of friction and passive pressure values recommended above assume ultimate soil strength. Suitable factors of safety should be included in the 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, are suitable to support lightly loaded slab- on-grade construction. To reduce the effects of some differential movement, 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 Job No. 107 0486 -7- 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 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. UNDERDRAINSYSTEM Although free water was 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 reconunend below-grade construction, such as retaining walls and basement areas, be protected from wetting and hydrostatic pressure buildup by an underdrain system. An underdrain should not be provided around shallow foundations (3 feet deep or less) and slab-on-grade garage areas. 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 I foot below lowest adjacent finish grade and sloped at a minimum I% to a suitable gravity outlet or sump and pump. 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 of2 inches. The drain gravel backfill should be at least I Y, feet deep. An impervious membrane, such as a 30 mil PVC liner, should be placed beneath the drain gravel in a trough shape and attached to the foundation wall with mastic to prevent wetting of the bearing soils. SURFACE DRAINAGE The following drainage precautions should be observed during construction and maintained at all times after the residence has been completed: Job No. 107 0486 ~tech -8- 1) Inundation of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 12 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first I 0 feet in paved areas. Free-draining wall backfill should be capped with about 2 feet of the on- site finer grained soils to reduce surface water infiltration. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. 5) Landscaping which requires regular heavy irrigation, such as sod, and sprinkler heads should be located at least I 0 feet from foundation walls. 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 boring drilled at the location indicated on Figure I, 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 findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory boring 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. Job No. I 07 0486 -9- This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during 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 by a representative of the geotechnical engmeer. Respectfully Submitted, HEPWORTH-PAWLAK GEOTECHNICAL, INC. Steven L. Pawlak, P. Reviewed by: Daniel E. Hardin, P.E. SLP/ksw cc: Fuhrmann Engineering-Jamie Andreassen (jandreassen@fuhrmannengineering.com) Job No. I 07 0486 ~ iii L:::i>f "' APPROXIMATE SCALE 111 = 301 RIVER BEND WAY -- r------------, I LOT75 BORING 1 • I I I I w ~ LOT76 z ~ 0 I I I I I I L-------------1 -- t ROBERTSON DITCH (PIPED) 107 0486 G$'£tech LOCATION OF EXPLORATORY BORING Figure 1 HePWorth-Pawlak Gcotechnlcol 0 5 Qi ~ 10 ' a " 0 15 20 107 0486 BORING 1 LOT76 B/12 WC-9.4 DD-97 -200-79 10/12 WC-6.9 DD-95 B/12 23/6,27/5 NOTE: Explanation of symbols is shown on Figure 3. c$'cMect. LOG OF EXPLORATORY BORING He worth-Pawlok Geotechnlca! 0 5 Qi 10 " lL ' a " 0 15 20 Figure 2 LEGEND: FILL; mixed silt, sand and gravel, medium dense, slightly moist, brown. SILT (ML); sandy, loose to medium dense, slightly moist ,brown. GRAVEL AND COBBLES (GM-GP); slightly silty, sandy, probable boulders, dense, slightly moist, brown, rounded rock. 8/12 T NOTES: Relatively undisturbed drive sample; 2-inch I .D. California liner sample. Drive sample; standard penetration test (SPl), 1 3/8 inch 1.0. split spoon sample, ASTM-1586. Drive sample blow count; Indicates that 8 blows of a 140 pound hammer falling 30 inches were required to drive the California or SPT sampler 12 inches. Practical drilling refusal. Caved depth when checked on July 23, 2007. 1. The exploratory boring was drilled on July 20, 2007 with a 4-inch diameter continuous flight power auger. 2. The exploratory boring location was measured approximately by pacing from features shown on the site plan provided. 3. The exploratory boring elevation was not measured and the log is drawn to depth. 4. The exploratory boring location should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory boring log represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was encountered in the boring at the time of drilling or when checked 3 days later. Fluctuation in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content (%) DO = Dry Density (pel) -200 = Percent passing No. 200 sieve 107 0486 ~ HEPWORTH·PAWLAK GEOTECHNICAL LEGEND AND NOTES Figure 3 Moisture Content = 6.9 percent Dry Density = 95 pel Sample of: Sandy Silt From: Boring 1 at 4 Feet, Lot 76 0 1 / Compression ( upon 2 wetting 'if/. c: \ .Q "' ~ 3 a. \ E 0 (.) 4 5 \ \ 6 1\ \ 7 \ 8 0.1 1.0 10 100 APPUED PRESSURE-ksf 107 0486 ~ch SWELL-CONSOLIDATION TEST RESULTS Figure 4 HePWorth-Pawlak Geotechnical HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 1 Job No. 107 0486 SUMMARY OF LABORATORY TEST RESULTS Lot 76 SAMPLE LOCATION NATURAL NATURAL GRADATION PERCENT ATTERBERG LIMITS UNCONFINED MOISTURE DRY GRAVEL SAND PASSING LIQUID PLASTIC COMPRESSIVE SOIL OR BORING DEPTli CONTENT DENSITY NO. 200 LIMIT INDEX STRENGTH BEDROCK TYPE (%) {%) SIEVE (Ft) (%) (pel) (%) (%) (PSFl 1 2 9.4 97 79 Sandy silt 4 6.9 95 Sandy silt FEB-23-2009 15:57 February 23, 2009 THE FIREPLACE COMPANY 935 cowen Drive Carbondale, CO 81623 (970) 963·3598 Fax (970) 963·6009 wwwthefpco.com Jim Wilson, Building Inspector Garfield County Building Department RE: Virginia Beckman Residence Dear Jim, 970 963 6009 P.02 Our company installed a Heat-N-Gio '6000G-IPI' direct vent gas fireplace at the Virginia Beckman Residence, 1123 River Bend Way, lronbridge, on 11/6/08. I inspected the installation on 1/8/09 and found all the clearances to the fireplace and the vent system to meet or exceed the manufacturer's specifications. The penetration through the wall was done using a Heat-N-Gio UL Listed wall thimble and horizontal termination cap. The vent system goes vertical for 4 feet to a 90 degree elbow, then 5'6" of horizontal run to the termination cap. ~~~ Allan K. Blick, C.O.O. NFI Certified Gas & Wood Specialist The Fireplace Company FEB-23-2009 15:57 THE FIREPLACE COMPANY E. Vent Diagrams Top Vent-Horizontal Termination ~r-~---------------------------, Now: The 6000 series fireplaces can adapt to SLP ~:~eries vent pipe, if desired. When venting off the top of the unit. use a DVP-2SL adapter and a minimum 48 inch ve~ical section of SLP series vent pipe. A DVP·SLP24 adapter may also be used with a 24 inch vertical section of SLP series vent pipe. After the 48 inch vertical section, the venting table rules must be followed. The first 48 inch vertical section is NOT counted as part of the vertical componen~• in the table. It is still counted as part of the overall maximum run. All venting table rules for the vent run must still be followed. Example: DVP pipe 3ft. min. vertical= 11 ft. max. horizontal SLP pipe 7 ft. min. vertical = 11 ft. max. horizontal To nt-Horizontal Termination Flguro 7.3 I; ~ I; - r v, ! Two Elbows Note: For corner installations: A 6 inch (152 mm) section of straight pipe may need to be attached to the appliance before a 90' elbow, to allow the vent pipe to clear the top standoffs. Ftgure 7.4 INSTALLED HORIZONTALLY 970 953 5009 P.03 A WARNING Fire Risk. Explosion Risk. Do NOT pack insulation or other combustibles between ceiling firestops. • ALWAYS maintain specified clearances around venting and firestop systems. • Install wall shield and ceiling fires\ops as speci. lied. Failure to keep insulation or other mater~al away from vent pipe may cause fire. A WARNING Fire Risk. . Wilen using DVP"HRC-SS and DVP·HRC-ZC- SS termination caps on top vented fireplaces. a 6 inch minimum vertical vent section is required before installing first elbow V, Minimum H1 Maximum Elbow only 2ft 610mm 1 ft. 305mm 3 ft. 914mm 2 ft. 610mm 6ft 1.8 m 3 ft. 914mm 11 ft. 3.4 m 4ft 1.2 m 20ft. 6.1 m V, + H, • 40ft. (12.2 m) Maximum H, • 20ft. (6.1 m) Maximum Note: For corner installations: A 6 inch (152 mm) section of straight pipe may need to be attached to the appliance before a 90' elbow. to allow the vent pipe to clear the top standoffs. V, Minimum H, + H, Maximum Elbow only a 305mm 6 in. 152mm 2 ft. 510mm 1 ft. 305mm 2ft 610mm 2ft. 610mm 4ft 1.2 m 3ft. 914mm 9ft. 2.7m 4ft. 1.2 m 18ft 5.5m 5ft 1.5m 20ft. 6.1 m V, + H, + H, • 40ft. (12.2 m) Maximum H, + H, • 20ft. (6.1 m) Maximum Heat & Glo • 6000G, GOOOG-IPI • 2103-900 Rev_ 0 • 12108 TOTAL P.03 FEB-23-2009 15:53 From:WALKER ELECT 9705251977 To:3B43470 Inspection Report COLORADO STATE ELECTRICAL BOARD INSPECTION REPORT I CORRECTION NOTICE Page I of 1 Date Received: 11-FEB-09 Permit Number: 649537 Contractor/HomeOwner: Address: Type of Inspection: Action:. Comments or Corrections: No building permit card available Inspectors Name: Robert Fuller Phone Number: 970-947-8902 WALKER ELECTRIC 1123 River Bend Way Final Accepted Date: 11-FEB-09 COLORADO SlATE ELECTRICAL BOARD DEPARTMENT OF REGULATORY AGENCIES 1580 Logan St. Suite 550 Denver, Colorado 80203-1941 Phone: (303) 894-2985 https://www.dora.state.co.us/pls/real/Ep_ Web_lnspection_GUI.Process]age 2/23/2009 .. _ FUHR~.JLANN! :E:'i&i~EJERIN~SERVICE§, LLC --- September 16, 2008 Iron bridge Homes, LLC 410 Ironbridge Drive Glenwood Springs, CO Attn: Mike Woelke Subject: Repair Recommendations I J 23 River Bend Way Dear Mike: Lot 76, Ironbridge Community Garfield County, Colorado 1205 S. PrAlTE R1VLR DRJVE, Sum:. 200 DE .... 'VERt CoLO!tADO R0223 OfFICE (303) 715-9885 FAX (303) 715-9890 Per our telephone conversation on September 16,2008, we understand that a flush beam specified on our structural drawings as a triple I W'x 11-7/8" Microllam was installed as a triple I %"x 18'' Microllam. The depth of the floor system at this location is 18" therefore the installed beam does fit; however, the 6 inch difference between the beam and the floor system was intended to allow for plumbing and HVAC to pass over the beam in question. We have reviewed this condition and recommend notching the top of the beam up to 6 inches to allow for the plumbing and HVAC to pass. The notching may be applied anywhere along the beam, and is not limited by length. Do not over cut. In no location is the depth of the beam allowed to be less than 11-7/8" Please call if you have any qu · NPG attachment cc: file / Q:\L ETTERS\Jronbridge Homes\lrnnbridge_Lot76_L VL_ Mod.doc COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at !/ Z 3 ;(; ;/;t::!( 13./CA/ ,CJ Permit No. /e]? z::::= I have this day inspected this structure and these premises and found the following corrections needed: o/C:: dau for Re-lnspection 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 !o) <?)~ 'ft/~dmAS~::?Z? Job located at //::<? ~ ~ ~~ Permit No. /o 9 7£ /d.)~·A·_h~~~~~ 1 have tliM day iiispectE?d ihis structure and thes~-~ premises and found the following corrections neede~ cvr;*&J dl'--o/¥~~L~~ d~~ ~£~ .... ) ~ C??Yn& ~ %-'' -:ie t»dw/A. ~ ~ rrrtk:/ k~~~. s $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected ''I''~ ~. . before cover:!!Jg, /•'J _,c.o-~ ~ ~ //-J~.6-o8 Whe correction(s) ha~e been _ma~:_.call for inspectio!:' at 9. 70-384-5003. ~~ ~ --~.:,.,?~~··v~"'~~ Date ~9 20:...c---~.,.---- Buildinglnspector ~~ Phone (970) 945-8212 'COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at // Z 3 .;('! t/~ .12 !3/41/0 t..UA Y , Permit No. ,/£? /".Z L I have this day inspected this structure and these premises and found the following corrections needed: GAt</!&£ ,2 ..... !?11£5 /1/CiZ:.P 1 o ;!3--r:::_ ,H/1/isi-1 h"R.e:: S'}"9.P.f'l/1k.;.. ·+--Uiss c~1e>, /V££"0 '7E.A1&1?eD tA.I/A/OtJuJ A/wt/3 /f!£;~LJ -z;i;&/Jct<tco i-<..l;w'Poc.J /l/ _s72f/;e:s: r SJ( U&1/?! £! e-c . SC£ We 1C / 0"6:11 for Re-lnspection 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date '?/ ·-"2.0 COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at 1/2-3 n t/,e;C :J?ivVP Permit No. /6'f /( c· ' I have this day inspected this structure and these premises and found the following corrections needed: /--:5 ( / 0 Call for Re-lnspection 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date /t:!:J-?/ ~05?' Building Inspector ___ __::C"'7'~.:;,~=~='---":--..:::...::jt:..<.c.~"""'=·~=~- Phone (970) 945-8212 / 'COUNTY OF GAR;::IELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at I/;) 3 70;e, I:Sa..,/fdp~- PermitNo.~/~0~2~2LJ5:------------------------------ I have this day inspected this structure and these premises and found the following corrections needed: $call for Re-lnspection 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date tel --t'/~0 8 20 _____ __ Building Inspector ~~ Phone (970) 945-8212 COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at //z .3 & V£ .£.. ££/11 D tJA. Y Permit No. /0 9 7 s- 1 have this day inspected this structure and these premises and found the following corrections needed: ?LL!ml5/dG-./V/1/L ~,!Al£.s @s..s//{/G- £1 es ,</f//<5 z ?can for Re-lnspection 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date 7 -Z-Z.. 20 ° ? Building Inspector -----~~~~""'~"?-___1.&:4~·:!.· ""Z:Z~::c::::. ~=· ==-==----- Phone (970) 945-8212 / COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at If;;.. S ~ (Je-z..L u:/~ PermitNo.~/_o~9~/~~L------------------------------ I have this day inspected this structure and these premises and found the following corrections needed: }(Fan for Re-lnspection $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date 2-!3:-og 20 ----,o,.,------ Building Inspector ~~J~e:-.;-C Phone (970) 945-8212 COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at // Z 3 /(;L!£-~ ;8',E /!/'£} id); ' . Permit No. / D 7 z_s--, I have this day inspected this structure and these premises and found the following corrections needed: j{}ty/ • ;:{all for Re-lnspection 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date -3 20 0 8""' Building Inspector _ ___:;;;z:~~""':L___.~~~~~~·~:'::::==--.:::::,_ __ _ Phone (970) 945-8212 tJo. _. _ .. / () '1.7..5" Assessor's Parcel No. fa/G( .:l.cli:JJ? Date ~3 t:t 5-0 1'f-J.. 'i • BUILDING PERMIT CARD 0 7 (. Job Address I I ~ 3 ~ &-v-cQ_. (.()~ G. r. G ;. I bo/ ~-&< t/Jf.-• .;J. p 7' 0. -lo It~~-~ ~ · -· 3!1-~-u ...... h~~ Owner I~ r;::=r-=-<~-~"--''"Address ~ -r Phone~----- Contractor ~ dQ..:: ~ Address 'flo ~GS~I'P"tone # .3 'i?<f--3~9o (continue on back) • BUILDING PERMIT GARFIELD COUNTY, COLORADO INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB Date Issued -"=-fL __ b--L{I--=:0'-""&J~----Permit No. _ _._/O_ct__o__:?_S~---- AGREEMENT In consideration of the issuance of the permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structured for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building department and IMMEDIATELY BECOME NULL AND VOID. use ,j!f f2J1 (Jfl/111!5htr/ /;x:tse wjrotl ~ f' &1-ft?tr!M:i 9CJIKI!Je · AddressQ[Legal Description U2'3l!!W btf/tl/t!JOtj 1 OW5 · o"" .. "-.. "h.i!man,, KjKm P f/trginia contractor I/C111.Sf>JfJ f/aJp;;f Building Permit Type _ _,_AJ...._.e'"'~"~"''t'fl=Ci,..v""'---------------------------- This Card Must Be Posted So It Is Plainly Visible From The Street Until Final Inspection INSPECTION RECORD Footing I Driveway (;-!'1-o r '#?/2 v r6;:< o.!:. Foundation I Grouting Insulation j}-p.-08 J-),J iJmc. --ilm h-.:>\f·O;? ~ ~r'r Ui-7<-~<A. 1J"""'u-7:i, ~ /i;,, ~ Underground Plumbing Drywali//-"Z-(p -og Y,u} 7-9-ox ~2._ Rough Plumbing Electric Final {by State Inspector) /61'(·68~ -z_-//-09 (Priorto Final) Rough Mechanical /t?-:51 CJ8 ye--~ Septic Final Gas Piping FINAL -z -2-3-0 7'9/{/ _jg -7'h76 .Jllr'Z ::~:::i:~m~~9:h ;;r_tekctor~ 1 ~Sief3 (You Must Call For Final Inspection) Notes Framing /c?-31-o!5 <?.Ji/, (to iriCiude Roof in place & Windows & Doors installed & Firestopping in place) THIS PERMIT IS NOT TRANSFERABLE For Inspection Call970·384-5003 Office 970·945-8212 108 8th Street, Suite 401 Glenwood Springs, Colorado 81601 DO NOT DESTROY THIS CARD By £ lowan ~~;. C E PROTECT PERMIT FROM WEATHER DAMAGE (DO NOT LAMINATE) Parcel Detail Page 1 of3 Garfield County Assessor/Treasurer Parcel Detail Information Asse~sQrLireas1trer Proper!)r Search I Assessor Subset Quenr I Assessor Sale_~-~arch Clerk & Recorder_E,eception Search Basic Buildi!1£Cbaracteristics I Tax Information ParceLDetail I Value Detilll I S_ales Detail I ResidentiaiLCommerciallmJlrovement Detail L®ciDetail I PhotograJ)bs I Tax Area II Account Number II Parcel Number II 2007 Mill Levy I I 090 II R043460 II 239501429076 II 64.976 I Owner Name and Mailing Address !BECKMAN, RYAN & VIRGINIA (JT) 1311 SUNFLOWER LOOP !cARBONDALE, CO 81623 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:76 PRE:R041512 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:746179 BK:1822 IPG:287 RECPT:702424 BK:1822 PG:283 IRECPT:702422 BK:1822 PG:250 IRECPT:702421 BK:1782 PG:269 IRECPT:694479 BK:1782 PG:264 IRECPT:694478 BK:1747 PG:1 IRECPT:686745 BK:1218 PG:738 IRECPT:572583 BK:1218 PG:715 IRECPT:572582 BK:1217 PG:266 http://www. garcoact.com/assessor/parcel.asp ?ParcelN umber=23 9 5014 2907 6 I I I I II 5/2/2008 Parcel Detail Page 2 of3 IRECPT:572131 BK:l206 PG:852 I IRECPT:569200 BK:l206 PG:780 I IRECPT:569199 BK:l206 PG:768 IRECPT:569197 BK:l206 PG:734 IRECPT:569195 BK:l206 PG:662 IRECPT:569194 BK:l206 PG:637 IRECPT:569192 BK:l206 PG:629 IRECPT:569191 BK:l206 PG:574 IRECPT:569190 BK:l063 PG:0578 IBK:l063 PG:0571 Location Physical 11123 RIVER BEND WAY GLENWOOD SPRINGS I Address: Subdivision: llrRONBRIDGE PUD, PHASE II, FILING 1, 2 & I Land Acres: I 0 Land Sq Ft: 1118,187 I Section II Township II Range I 1 II 7 II 89 I 2008 Property Tax Valuation Information II Actual Value II Assessed Value I I Land: 123,84011 35,9101 I Improvements: oil ol I Total: 123,84011 35,9101 Sale Date: 114/4/2008 Sale Price: llf=37==9==,2==o==o========i Basic Building Characteristics Number of Residential 0 Buildings: Number of Commllnd lo I Buildings: No Building Records Found http://www. garcoact.com/ assessor/parcel.asp ?ParcelN umber=23 9 50 14 2907 6 5/2/2008 Parcel Detail Tax Information I Tax Year Transaction Type Amount I I 2007 Tax Payment: Second Half ($1,009.72)1 I 2007 Tax Payment: First Half ($1,009.72)1 I 2007 Tax Amount $2,019.441 I 2006 Tax Payment: Second Half ($164.36)1 I 2006 Tax Payment: First Half ($164.36)1 I 2006 Tax Amount II $328.721 Iop_Q{Pag~ Assessor Database Search Qp_tiP!lS I Jreasurer Database Search Options Clerk & Re~Qrd~r Database Search Options Garfield_ County Home Page Page 3 of3 The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2005 -2008 Good Turns Software. All Rights Reserved. Database & Web Design by GQQd_Turns Software. http://www .garcoact.com/ assessor/parcel.asp ?ParcelN umber=23 9 50 14 2907 6 5/2/2008