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Application-Permit
Garfield County No. ll~"3'. I Building & Sanitation Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office 945-8212 Inspection Line 384-5003 Job Address: 0093 Bentgrass Dr, GWS Locality: Ironbridge PUD, Ph2, Flg1,2&3, Lot 175/2395-121-27-175 Use of Building: s/f on crawl space with attached garage & Casita Owner: Johnson, Cleve& Scholten, Anneke Contractor: Hansen Construction • Amount of Permit: $2,591.41 ---'-----Date: RAFT fees $750.00 Total $3,341.41 Clerk: --'Od-1\-'--=G~\1 \,__0 \'L __ ~Dpr-·t~ y\;_Y\~ 3 (DI rA PermltNo: LeP+ A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST B£ ISSUED BY THE STATE OF COLORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTJON AUTHORIZED IS NOT COMMENCED WITHLN 180 DAYS, OR, IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANYTiME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ APPLICATION AND KNOW THE SAME TO PROVISIONS OF AGREBMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT A-S: OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER 1'0 CONSTRUCf THE STRUCTURE AS DETAILED ON PLANS AND SPECIF'ICATIONS SUBMJTIED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BU!l..DING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORI1Y GIVEN LN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VlOLATION OF THS CODE OR ANY OTHER ORDINANCE REG ATION OF THIS JURISDICTION, 1'HE REVIEW. OF SUB. Ml'ITED. PLAN. SAND SPECIF!CJ\:. T!ON .. S. AN. D IN. SPECTJO. NS. CONDUCT. ED THEREA!'T DOE NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLIT!ES BY GARFIE:LD 90U.N'IY. FO~ ERRO~S, OMISSIONS OR DISCREPEN S. T E RESPONSJ BILI1Y FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RE:STS SPECIFICIALLY WITH THE ARTJCTECT, DES! R BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATfVE AND IN SUPPORT OF THE OWNERS LNTEREST. . ABOVE DEsCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THB ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPEC!FICATJONS AND OTHER DATA OR FR M P~R· ENTING ~\_Ql '{\ " f, ee I HEREBY ACKNOW!.EDGE THAT I HAVE READ AND UNDERSTAN[) 'l'HE AGREEMENT ABOVE {!NIT!AL):_.vc___:c_ __ tD-t~-o-1- clG ttoZ>q 1)~.6q The following items are required by Garfield County for a final inspection: l. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, 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 stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all!BC and IRC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made; 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. 9. If you will be connecting to a public water and/or sewer system, proof ofthe tap fees have been paid and the connections inspected by the service provider prior to issuance of a C.O. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****A CERTIFICATE OF OCCUPANCY MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS F, R VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. to abide by the above conditions for occupanl'~ll¥'-ill'~the issuance of a cy fo the dwelling under building permit# _,_1\l.>..<)_,_, 't'Z)b__,'"""_ Signature Bpapplicationoctober2006 10/IVtJ 7 Date VALUATION FEE DETERMINATION Applicant Address Date Johnson + SC,bc /..J.vr: Subdivision ""o"'o9~3:':B":'e'-n-tg:..ra.;:;:s""s"'=n""'r.'-~-'-------Lot!Block 10/30/2007 Contractor ~~~~---------------- Finished (Livable Area): Main Upper Lower Other Total Basement: Unfinished Square Feet Valuation Conversion of Unfinished to Finished Total Garage: Valuation Crawl Space Valuation Decks/ Patios Valuation Valuation Covered Open Type of Construction: Occupancy: Valuation Total Valuation 2082 sf sf sf 224 sf X $74.68 2306 sf sf X $41.00 sf X $33.68 533 sf X $18.00 2082 sf X $9.00 90 sf X $24.00 sf X $12.00 Commercial sf X sf X sf X sf X sf X sf X Ironbridge fu!) -fA . ).. 175 .. Hansen 172,212.08 0.00 9,594.00 18,738.00 2,160.00 0.00 202,704.08 Se::,pr,·s v \ D-ll-:\=l3 \D\ -A L-eK' GARFIELD COUNTY BUILDING AND PLANNING 970-94 5-8212 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 infonnation may be reviewed after it has been provided to the Building Department. 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 floor framing plan, a roof framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. wind speed, wind exposure B or C, and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IRC. 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property Jines from each corner of the proposed structure( s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. (NOTE Section: 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the envelope. Yes :£G 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying for a building permit on is located on a corner lot. Special setb~s do apply. Y es.-f.f::::-_:_ __ _ 3. Does the site plan include when applicable the location ofthe 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 ')C. I 4. Does the site plan indicate the location and direction of the County or private road accessing the property? 2 5. 6. 7. 8. 9. 10. II. 12. 13. 14. 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 625-8601. Yes y:: 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 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 ~ Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits? Yes \(, 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 f Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes 'f., Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes /( Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes __ ~rz~--------- 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 flat roof? (Building height measurement usually not to exceed 25 feet) Yes K Does the plan include any stove or zero clearance fireplace planned for installation including 3 15. 16. 17. 18. 19. 20. 21. 22. 23. make and model and Colorado Pl1,f>S 11 certifications or phase II EPA certification? Yes No ____ -=~~~~~ Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the lRC? JC Yes No __ ~~~~----- 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 K No 1 ------------ Does the plan include a window schedule or other verification that windows provide natural light an v ntilation for all habitable rooms? Yes No ___________ __ 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 f--No _______ _ Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes (<' No ________ _ Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision process, are building plans in compliance with all plat notes and/or covenants? Yes. __ t.f>,,---No _____ _ Do you understand that if you belong to a Homeowners Association (HOA), it is your responsibility to obtain written pennission 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 penni! issued. Additionally, your Plan Review fee is not refundable if the plans have been reviewed by the Building Department prior to any action by the HOA that requires either revocation or substantial modification of the plans. Yes ~ No ___________ _ Will this be the only residential structure on the parcel? Yes y;. No lfno-Explain: ________ _ Have two (2) complete sets of construction drawings been submitted with the application? Yes y:_ 4 24. Do you understand that the minimum dimension a home can be on a lot is 20ft. wide and 20ft. long? \/ Yes ~ No ____ _ 25. Have you designed or had this plan designed while considering building and other construction code requirements? Yes '(C No ____ _ 26. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes ~ No ___________ _ 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 * No __________ _ 28. Do you understand that approval for design and/or construction changes are required prior to the a~p.cation of these changes? Yes -f'-o No ____ _ 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 ¥-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 3:30 p.m. Monday through Friday. Inspections are to be calle\Jn to 384-5003. Yes ~ No __________ __ 31. Are you aware that requesting inspections on work that is not ready or not accessible will result inc a ¥0.00 re-inspection fee? Yes ~ No __________ _ 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 occupl(¥ of the 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 IRC? Yes 'f-' 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 time of applicable inspection. Yes '(s. 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 tlfu 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 'f.-- 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 ack~owledge that I have read, understand and answered these questions to the best of my a ility. 10/11/07 Date ,Project Name:-LL.:LL __ LL;:~_.::.,,!:::::o.L~UI-!=!LlJ.I£.L~...L-l_1__!-<::;21~-""~~..JJ:.JS Notes: If you have answered "No" on any oft1 questions, you may be required to provide this Jk'_S 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. I fit 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 bas 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 PLAN REVIEW CHECKLIST Applicant .:::foh t--lS~ J Building -'~ __ EErngineered Foundation /Driveway Permit rE----M dsurveyed Site Plan ~Septic Permit and Setbacks V' Gradefropography 30% /Attach Residential Plan Review List ~inimum Application Questionnaire -dsubdivision Plat Notes llJ;ire Department Review -t,L'_ Valuation Determination/Fees _ilRed Line Plans/Stamps/Sticker J,d1_Attach Conditions /::pplication Signed /Plan Reviewer To Sign Application LParcel/Schedule No, f1L-40# Snow load Letter-ManL Hms, J Soils Report GENERAL NOTES: Date __ 1:_co:::_-_,'2-"'"<:)"'-----=-cJ-],___ Planning/Zoning __0roperty Line Setbacks t/"3oft Stream Setbacks ___0'lood Plain ~ilding Height Vzoning Sign-off ~oad Impact Fees v-/'fiOA!DRC Approval ~defropography 40% dPJanning Issues ~bdivision Plat Notes Soils Test --::------=---::-:--==-------.~ Footing ,14 -G-o~mK ok Fou ndation___,/'---..!../-"'-8'•--'::12_ '0~8-J~:2.L!=-- Grout ----------:-::;,----:~ Underground Plumbing 40-··ckC5-:4'/J 2 Rough Plumbing · 4-/-15""-0~ p;/2- Framing ?'-2-~& 3' ~ lnsulation.'7-ta-o~ Roofing . :j-zz-off :;z:.ru"' Drywall 2-15'-og~ Gas Piping "1~ 6~;:<o-&8 ~ Y~(!?' ~;k~~~ ~ P~r-d"CJ#"'7-;;2-"$~ Assessor's Parcel No. it-~95-\d, \-~ 1-PrS Date \ \--0&-Q} Weatherproofing t:z..;:&·-08 -;;Z?u Mechanical ?'--z:3 ·-o ~ Electrical Rough (State) ;. -Z:-o 8' Electrical Final (State) 'X"-ZB-o 8 Final,<?-q--oq: /Checklist Come!_eted? 0t::s:~ Certificate Occup~ncy # _...f.J,"""oO""'Y::f_="_.B,.,.,,......,....---- Date .,L4 Au.gd q__ 'f).q ·CB Septic System # Date ------------,-Final __________ _ Other-------------- NOTES sf O~!ZQ f'/), fj-C:..:3 ~&'f) (continue on back) COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at 00 Z> J3£NTZ7-~ASS Permit No. /a 7> <P I have this day inspected this structure and these premises and found the following corrections needed: Voc/ 7 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date 9:-7 z.~ 20 0"£? Buildi:g Inspector ~~ ~ -T...-. Phone (970) 945-8212 COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at Cl 0 9'..:5 j?t!::A/fG;(A S S Permit No. /0 7 3 & I have this day inspected this structure and these premises and found the following corrections needed: (/;) /JLC ~xr::f:&o& J7ool(_s MCI'sT L:_"Cid<.r c2) C/(cc/( 7i?M/".C/!.£{J A:///1£. GA£, Ooo6?, '@)cd...At:UL >-moe: 4"A//1 e-ccs;;-.s:/PU . f!l~ tv'£A1/f£J~ >'J!'}(1 e Po o ~5, ~ &0 /?b ;/" ad47/€;t{ • {$J&I(£~c;,C ,AT17c .::;AP/2£1?.. /A/ c:;;,AA'A &.e::_ I.::Ji:n 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. Building Inspector -~~~~;_f::t,~~~~::':::=~-- 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 OeY?.3 pcA);Gx!A ,s;:c;: Permit No. /0,7.:3 CO I have this day inspected this structure and these premises and found the following corrections needed: / ?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-'-----L----r=r-20 0 3' -.. / -~ Building Inspector __ _s,~:f&:::::"'::::::='--i:.~2· :S::~2:':::=:-::::z:;;;:;·:::====-- 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 6cJ'7 3 71:?~ Lh . Permit No. _,/.'-'CJ"'-'-1...,_?_,.6'--------------- 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 7 --9-o f 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 _ _,.(J"-'0""---'--9~3.,__ ___________ _ Permit No. jo73£ ~~~~----------------------- I have this day inspected this structure and these premises and found the following corrections needed: ~all for Re-lnspection j>l. $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 oorrection(s) have been made, call for inspection at 970-384-5003. Date tf~3c-o 8' 20=----::;;~- Building Inspector --;2~:/:?/~Q Phone (970) 945-8212 -- t;OUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone {970) 945-8212 Job located at (J:::83ld~.fh. PermitNo. __ /.~o~?.~3~6o_ _____________________ _ I have this day inspected this structure and these premises and found the following corrections needed: Mean 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 6-::6 6 -o g-20 ___ """'_ Building Inspector ~~ Phone (970) 945-8212 · COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at 00 '13 t8~ .!J.A . Permit No. /0 736 1 have this day inspected this structure and these premises and found the following corrections needed: d~~e-~ ;z:;~, 31~ ~r~ ~~.~~(UFe£) v~?A--~~ ~~~~/3-e_ ~ 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 ;J-,i?'/~.0 7 20 . Building Inspector -2?4g;:t::zz?~ Phone (970) 945-8212 . ' ..-r" GARFIELD -BUILDING DEPARTMENT . ~ORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at 00 93 18~-?.u Permit No. _IL0r..z..763~b~------------- 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 #-ltf~of5 20 ___ _ Building Inspector --;??>b~~ Phone (970) 945-8212 INSPECTION Will NOT IE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRE!> FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued .. J\:0'-:l. ... Zoned Area ...•....•...•...•.....•....•... Permit No .••. l.~}.~~---······· AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws aud regulations related to the zoning, location; construction and erection of the proposed structure 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 Insp.ector and IMMEDIATELY BECOME NULL AND VOID. Use tp tPS1 fJ!a.UI ~a@ wja-M rptrJrl? J (!a;Jrc;( Address or Legal Description {)OCf.3 /3enf~':> IJe~CiWS Owner <)tWns011 1 C/'e!Je f ft;iMJlffl (}jhnrJt Contractor J/QI?Sfn f!rPY1S1ll!ff/M Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street iJntil Final Inspection. ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE For Inspections Call 384-5003 108 8th Street Glenwood Springs, Colorado APPROVED DO NOT DESTROY THIS CARD Date Jl'"' -l By FSJ/j ~-~5 IF PLACED OUTSIDE-COVER WITH CLEAR PLASTIC ~p-·-~ '(_ .t IRONBRIITGJ:; Ht!tolES. lLC· • . .. ,-,·· .. ··. ·: ...... ;! .•• 4 i.~ I RllNi'\Rij}~ JJfH iJE SU:kN~u!JI) SPl-lfM~0 @ 81&'!.1 r -, ' ···...;;__ FQ)fijURTH,..SAL!llillJ.TH LBI< co EiRAr~D JJJ!ilirt I ON :i!B7 .. -~t;~l-~~~;~, 'i:'IJ ·. ~1~01 . . ~%{.:_.,:; \:S~ f: ****~:~H~.if.- , *":P:t~"~~::::··:-:: .. :· -~. *"i;*{j-*ff***-~*~***** .. . .· ~'lip fnl gJ ~!Il>l'!Jlf1AE.S Ill! I VE LOT l75 ·· DBJ\IEf!Y INSTRUCUONS: -------'----'-c,-~--~---~---'-'-'-'- DBJ\IEREO lO JOB AT:--------...;_~ M., ON_· ______ _;__;_;_ OR~$:· 1RUCKNO. ---~--~-~ YAfiD FILE COPY FOXWOR1H GA!.Bfwnl 1t{~5 AM 9/23'/(f;B ( ' ~ h ;{ h ~ 1 t""P'• CJ ' "1~~ """' ' .lo, ·I <C = 0 = ~ ,ff···. ""' \.._) ""' ~ ~ 00 ,(} E r- ~ 0 ~ > ~ f! \," I· ~ v ~ 0 ~ 0 cc5'£tech HEPWORTH-PAWLAK GEOTECHNICAL SUBSOll.. STUDY Hepworth~ Pawlak Geotechnical, Inc. 5020 County Road !54 Glenwood Springs, Colorado 81601 Phon« 970-945-7988 Fax: 970-945-8454 email: hpgeo@hpgeotech.com FOR FOUNDATION DESIGN PROPOSED RESIDENCE LOT 175, BENT GRASS IRONBRIDGE SOPRIS LOTS PHASE 2 GARFIELD COUNTY, COLORADO JOB NO. 107 0486 AUGUST 20, 2007 PREPARED FOR: IRONBRIDGE HOMES, LLC ATTN: CHUCK DOWNEY 410 IRONBRIDGE DRIVE GLENWOOD SPRINGS, COLORADO 81601 Parker .303-841-7119 • Colorado Springs 719-633-5562 • Silverthorne 970-468-1989 TABLE OF CONTENTS PURPOSE AND SCOPE OF STUDY ............................................................................ -1 - PROPOSED CONSTRUCTION ..................................................................................... -1 - .SITE CONDITIONS ........................................................................................................ -2- GEOLOGY ...................................................................................................................... -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- SURF ACE DRAINAGE .............................................................................................. 8 - 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 -SUMMARYOFLABORATORYTESTRESULTS PURPOSE AND SCOPE OF STUDY This report presents the results of a subsoil study for a proposed residence to be located on Lot 175, Bent Grass, Ironbridge Sopris Lots Phase 2, Garfield County, Colorado. The project site is shoWJJ on Figure 1. The purpose.ofthe.studywasto.develop recommendations for the foundation design. The study was conducted in accordance with our agreement for geotechnical engineering services to Ironbridge Homes, LLC dated June 22, 2007. We previously performed a preliminary geotechnical study for this area of the Phase 2 subdivision development and presented our findings in a report dated May 31, 2005, Job No. 105 115-4. We also performed observation and testing of compaction during the infrastructure and lot giading construction and presented those findings in daily reports under 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 or swell 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 encountered. PROPOSED CONSTRUCTION The proposed residence will be a 2-story, wood frame structure. Ground floors will be si.mcttmil above crawlspace in the residence area and slab-on-grade in the garage. Grading for the structure is assumed to be relatively minor with cut depths between about 3 to 4 feet. We assume relatively light foundation loadings, typical of the proposed type of construction. Job No. 107 0486 -2- If building loadings, location or grading plans change siguificantly from those described above, we should be notified to re-evaluate the recommendations contained in this report. SITE CONDITIONS The lot is located orr the uphill; southeastern side of Bent Grass adjacent to the southeast side of the Mountain Cottages part of Phase 2. The underground utilities to the Jot and the roadway construction are complete. Overlot grading during subdivision development consists of relatively shallow cuts and fills. The 161h Hole of the golf course borders the southeast side of the lot. The ground surface has been benched relatively flat and slopes gently down to the east. Vegetation consists of sparse grass and weeds. GEOLOGY The geologic conditions were described in our previous report conducted for planning and preliminary design ofthe overall subdivision development dated October 29, 1997, Job No. 197 327. The surficial soils on the lot mainly consist of sandy silt debris fan deposits overlying gravel terrace alluvium of the Roaring Fork River. The alluvium is predominantly a clast-supported deposit of rounded gravel, cobbles and boulders up to about 3 feet in size in a silty sand matrix that was encountered to depths of about 40 feet below ground surface in the area ofLot 175. The underlying bedrock consists of the Eagle Valley Evaporite which contains gypsum deposits and is generally associated with scattered sinkhole development in the Roaring Fork River valley. A sinkhole was observed prior to the subdivision development in Fairway 16 about 150 feet south of Lot 175. The sinkhole was backfilled during construction of the golf course. Voids have not been encountered inboringsdrilled into the bedrock near Lot 175 and the potential for subsidence due to dissolution of the Evaporite throughout the service life of the residence, in our opinion, is low, but the owners of the lot should be aware of the sinkhole potential and the risk offutrrre subsidence. Job No. 107 0486 -3- FIELD EXPLORATION The field exploration for the project was conducted on July 20, 2007. An 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 Geotechnical, Inc. Samples of the subsoils were taken with I 3/8 and 2 inch J.D. spoon samplers. The samplers were driven into the subsoils at various depths with blows from a 140 pound haunner 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 retumed to our laboratory for review by the project engineer and testing. SUBSURFACE CONDITIONS A graphic log of the subsoil profile encountered in the boring is shown on Figure 2. The subsoils consist of about 7 feet of compacted sandy silty clay fill and 16 feet of stiff to very stiff, sandy silt overlying dense, slightly silty sandy gravel, cobbles and boulders (terrace alluvium) down to the drilled depth of25 feet. 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. The existing fill material was placed during the subdivision development and monitored during construction for compaction by Hepworth-Pawlak Geotechnical. Laboratory testing performed on samples obtained from the boring included natural moisture content and density and fmer than sand size gradation analyses. Results of swell-consolidation testing performed on a relatively undisturbed drive sample of the silt soil, presented on Figure 4, indicate low compressibility under existing low moisture Job No. 107 0486 -4- condition and light loading and a low collapse potential (settlement under constant load) when wetted. The sample showed moderate compressibility under additional loading. The laboratory test results are sununarized in Table 1. No free water was encountered in the boring at the time drilling or when checked 3 days -later and the subsoils were slightly moist; FOUNDATION BEARING CONDITIONS The upper silt (debris fan) soils typically have low bearing capacity and moderate settlement potential under loading when wetted. Foundations that extend down to the dense terrace alluvium would have moderate bearing capacity and low settlement risk. Spread footings placed on the natural soils or compacted fill are recommended for building support with some potential for differential settlement, mainly if the debris fan soils are wetted. 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 or compacted structural fill. The design and construction criteria presented below should be observed for a spread footing foundation system. 1) Footings placed on the undisturbed natural soils or compacted flll should be designed for an allowable bearing pressure of 1,000 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 on the order of 1 to 2 inches could occur if the debris fan soils are wetted. Job No. 107 0486 -5- 2) The footings should have a minimwn width of20 inches for continuous walls and 2 feet for isolated pads. 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 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) Any vegetation and loose disturbed soils should be removed and the footing bearing level extended down to the firm natural soils or compacted · fill. The exposed soils in footing areas should then be moistened 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 pcf for 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 asswne drained conditions behind the Job No. 107 0486 -6- 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 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·Jeast 90% l!fthe·maximum ·· standard Proctor density at a moisture content near optimum. 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 footing. Resistance to sliding at the bottoms of the footings can be calculated based on a coefficient of friction of 0.35 for footings placed on fine-grained soils. 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 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 and compacted .fill are suitable to support lightly loaded slab-on- grade construction. The upper silt soils have variable settlement potential when wetted under load and there could be some post~construetion slab movement if the subgrade soils become wet. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and colunms with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce Job No. 107 0486 -7- 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 4 inch layer of relatively well graded sand and gravel can be placed beneath interior slabs for support. This material should consist of minus 2-inch aggregate with at least 50% retained on the No.4 sieve and less than 12% 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. UNDERDRAIN SYSTEM 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 runof£ Frozen ground during spring runoff can create a perched condition. We recommend below-grade construction, such as retaining walls, be protected from wetting and hydrostatic pressure buildup by an underdrain system. An underdrain should not be provided around shallow foundations (roughly 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 l foot below lowest adjacent finish grade and sloped at a minimum 1% to a suitable gravity outlet or sump and pump. Free- draining granular material used in the underdrain system shol!ld contain Jess than 2% passing the No. 200 sieve, less than 50% passing the No. 4 sieve and have a maximum size of 2 inches. The drain gravel backfill should be at least 1 Yz feet deep. Where a foUridation drain is constructed, an impervious membrane, such as a 30 mil PVC liner, should be placed in a trough shape below the drain gravel and attached to the foundation wall with mastic to prevent wetting of the bearing soils. Job No. 107 0486 -8- SURF ACE DRAINAGE The following drainage precautions should be observed during construction and maintained at all times after the building has been completed: I) 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 I 0 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, fine 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, 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. Onr findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory boring and variations in the subsurface conditions Job No. 107 0486 -9- 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 purposes. We are .~.ot reSR9!lsil:>ll'l f<>.r. te<;!mi_c;!lJ inteJ;pret<~tiQns l:>y others C>f our inform;~tiQn . .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 geoteclmical engineer. Respectfully Submitted, HEPWORTH-PAWLAK GEOTECHNICAL, INC. SLP/ksw cc: Fuimnarm Engineering-Jamie Andreassen (jandreassen@fuhrmarmengineering.com) Job No. 107 0486 APPROXIMATE SCALE 111 = 20' GOLF COURSE (16th FAIRWAY) --...,-------- ----'--------....,--- LOT 174 .-------------------, I I I I I I LOT175 I I I I I I I I I I • I I I I BORING 1 I I I I I I I I I I I I I L--------------------J LOT 176 ---..1.-----------_______ __.. __ BENT GRASS 1070486 ~ Hoowor\!1-Powlok Geotedmleol LOCATION OF EXPLORATORY BORING Figure 1 0 5 10 3l u. • .c 0.. "' 0 15 20 25 1070486 BORING1 LOT 175 21/12 40/12 8/12 WC=4.5 00=99 ·200=85 17/12 WC=4.4 00=104 15/12 25/3 NOTE: Explanation of symbols is shown on Figure 3, LOG OF EXPLORATORY BORING 0 5 10 ~ • .c 0.. "' 15 0 20 25 Figure 2 LEGEND: FILL; sandy silty clay, gravelly, scattered cobbles, firm, slightly moist, brown. SILT (M[.J; sandy, slightly clayey, stiff to very stiff, slightly moist, light brown . . .. . _ ~--_ GRAV!=.LANDCQB8LES (GM-Gf'); slightly silty, 11andy, l)<;>ul(jers,dense, sligh!lymoJst,I:Jr91'!11.rountied ~ rock. 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. 40112 Drive sample blow count; Indicates that 40 blows of a 140 pound hammer falling 30 inches were required to drive the California or SPT sampler 12 inches. T Practical drilling refusal. --+ Cave depth when checked on July 23, 2007. NOTES: 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 subdivision plat drawing. 3. The exploratory boring elevation was not measured and the log of the boring is drawn to depth. 4. The exploratory boring location and elevation 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 (%) DD = Dry Density (pel) -200 = Percent passing No. 200 sieve 107 0486 ~ HW>WOR'Il+PAWLAI( GIWI'ItCHN.ICAl. LEGEND AND NOTES Figure 3 Moisture Content = 4.4 perce nt Dry Density ~ 104 pel Sample of: Sandy Silt From: Bortng 1 at14 Feet, Lot175 . . -. -.. "" ... . .. . -- "~ ...... .... ,, -.. 0 1 1--Compression upon </!. 2 ~ wetting c ---...... '----0 'Iii U) ~ !!? 3 ~ a. E 8 4 5 0.1 1.0 10 100 . APPUED PRESSURE-ksf 1070486 o$'Mech SWELL-CONSOLIDATION TEST RESULTS Figure 4 HEPWOR1H•PAWLAI< GEOTECHNICAL HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 1 Job No. 107 0486 SUMMARY OF LABORATORY TEST RESULTS Lot 175 SAMPLE tOCATION NATURAL' NATURAL GRAOATION PERCENT A1TERBERG liMITS UNCONFINED BORING ' MOISTURE: DRY GRAVEL SAND PASSING UQUID PLASTIC COMPRESSIVE SOIL OR DEPTH CONTENT DENSITY NO. 200 UMIT INDEX STRENGTH BEDROCK TYPE (%) (%) SIEVE (ft) (%) (pcf) (%} (%) (PSF) 1 9 4.5 99 85 Sandy silt 14 4.4 104 Sandy silt SIGNATURE: Lot: 175 3101"A"3 GENERAL: Legal Address: 0093 Bentgrass Drive Type: Sopris Series Plan: 3101 Elev: A Color: 3 Lender Info: Orientation: Release: 0 Type: F/P Seq.: 70 Lot Size: 9,220 Home Size: 2,013 SIGNATURE DATES Thursday, October II, 2007 Thursday, October 11,2007 REPORT OWNER INFORMATION lfll_YDAT&_S: Name: Anneke Scholten Cleve J Agreement Date: 4/9/2007 Address: PO Box 1520 Projected Close: 6/8/2007 City: Basalt Closed: 6/8/2007 State: Co Construction Start: 6/22/2007 Zip: 81621 Home 927-0794 Home Review: Fax 922-2401 Walkthrough: Cell 618~9886 Annekc Cell 309-2729 Cleve DS I: 6/22/2007 DS2: DS3: Page I of2 Lot: 175 3101-A-3 DESIGN OPTIONS: ARCHITECTURAL OPTIONS Option Attic Storage Over 2 Car Casita Great Room Vaulted Ceilings I Interior Great Room Architectural Trusses: Plan 3101 Only CHANGE ORDERS: co# Date Description COMMENTS: Thursday, October II, 2007 REPORT Qty I Page 2 of2 Parcel Detail Page 1 of3 Garfield County Assessor/Treasurer Parcel Detail Information Assessor/Treas]lfer Pr~Search I Assessor Sub;;et Query I Assessor Sales Search Ckrk & Recorder_ReceptiQn Search Bask Buildjng Characteristicl! I Iax Infonnation Parcel Detail I Value Detail Sales Detail I Residential/Comrcial Improvement Detail Land .. Detai! I Photographs I TaxArea II Account Number II Parcel Number II Mill Levy I I o9o II R043347 II 239512127175 II 67.224 I Owner Name and Mailing Address JSCHOLTEN, ANNEKE & JOHNSON, CLEVE I JPOBOX 1520 I JBASALT, CO 81621 I Legal Description JSECT,TWN,RNG:1-7-89 SUB:IRONBRIDGE I /PUD, PHASE II, FILING 1, 2 & 3 I JLOT:175 PRE:R041489 BK:1596 PG:871 I IBK:1565 PG:600 BK:l560 PG:438 I JBK:1560 PG:431 BK:1057 PG:0745 I JBK:1028 PG:768 BK:1028 PG:597 I IBK:1006 PG:743 BK:1937 PG:380 I IRECPT:725453 BK:1937 PG:379 I JRECPT:725452 BK:1822 PG:287 IRECPT:702424 BK:1822 PG:283 IRECPT:702422 BK:1822 PG:250 JRECPT:702421 BK:1782 PG:269 IRECPT:694479 BK: 1782 PG:264 I JRECPT:694478 BK:1747 PG:1 I JRECPT:686745 BK:1218 PG:738 I IRECPT:572583 BK:1218 PG:715 I http://www. garcoact.com/ assessor/parcel.asp ?ParcelN umber=23 9 5121271 7 5 9/10/2007 Parcel Detail Page 2of3 IRECPT:572582 BK:1217 PG:266 I IRECPT:572131 BK:1206 PG:852 I jRECPT:569200 BK:1206 PG:780 I jRECPT:569199 BK:1206 PG:768 I IRECPT:569197 BK:1206 PG:734 I jRECPT:569195 BK:1206 PG:662 I IRECPT:569194 BK:1206 PG:637 I IRECPT:569192 BK:1206 PG:629 I jRECPT:569191 BK:1206 PG:574 I IRECPT:569190 BK:1063 PG:0578 I IBK:1063 PG:0571 I Location I Physical Address: 1193 BENT GRASS DR GLENWOOD SPRINGS I I s bd. . . WRONBRIDGE PUD, PHASE II, FILING 1, 2 U lVISIOn: & I I Land Acres: 110 I Land Sg Ft: 119,220 I I Section II Townshi~ II Range I 1 II 7 II 89 I Property Tax Valuation Information ,, Actual Value II Assessed Value I I Land: II 85,8ooll 24,8801 I Im~rovements: IJ oil ol I Total: IJ 85,8ooJI 24,8801 Sale Date: 116/8/2007 Sale Price: 11275,300 Basic Building Characteristics Number of Residential Jo I Buildings: Number of Commllnd jo I Buildings: No Building Records Found http://www.garcoact.coru/ assessor/parcel.asp?Parce1Number=23 951212717 5 9/10/2007 Parcel Detail Tax Information Tax Year II Transaction Ty)2e II Amount I 2006 II Tax Payment: Second Half II ($90.76)1 2006 II Tax Payment: First Half II ($90.76)1 2006 II Tax Amount II $181.521 Top of Page Assessor I2atab.a.se Search Options I Treasurer Database Search Options Clerk & Recorder Database...Search Options Garfield County Home Pa~ 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 -2006 Good Turns Software. All Rights Reserved. Database & Web Design by Good_ Turns Software. http://www.garcoact.com/assessor/parcel.asp?Parce1Number=239512127175 9/10/2007