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Application - Permit
, Ga~field County l.._N_o_. _I_o_z6_4 ___ __, Building & Sanitation Department 108811 Street, Suite #401 Glenwood Springs, Co. 81601 Office-945-8212 Inspection Line-384-5003 J ob Address rc:J o :oH=:Bo..ncJ"\ C$ee_K,. Lb ~ do_Q 9._ Nature of W ork Building Pemlit lot Q }3QDC..h Cre-e):!_ ~h ~ . UseofBuilding S[f' v¥ GdJ. ~qge:X ?o.:hoS' Owner=:t?t: D I~ +\-l 1 L l SQ., Contr~ctor ~b A ~ \ ~\5h Amount of Permit$ bl (o <iS3 · ~l Date {3 ,. J3-D Co d393-2:>Lcl -l ~-0<:::)4 Clerk Q. j]-)~ / /.' GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8'" Street, S u ite 401 , Glenwood Springs, CO 81601 Phone: 970-945-8212 I Fax: 970-384-3470 I I nspection Line: 970-384-5003 Permit No: --'/ D"----"';;l~(d=-Y=-f-- 2 3 4 5 6 7 Descrtbe Work: tV 'f;'W { 01VS1 (2.U £:-'l(u 1\..1 8 Class ofWork : 0 '9J.. 9 Garage: 0 0 Driveway Permit New Parcel /Sch e dule No: 0 Alterati on Add ition 0 Move On-Site Sewage Disposal Carpor t: NO }Q S ite Plan Lie. No . 9 ~ ?· 2.. No. of Floors: o Remove 0 Single 0 Double ~~----~~~==--~~--~~~~~~~~~~~~-=~~%4~C~/ NOTICE Permit Fee. J) :J A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE .<f/... 1 / ''\ / s_s f ~ ISSUED BY THE STATE OF COLO RADO. 'fY ~ d--IO 0 ~~~------~~~~~~~~-~~~~v THIS PERMITBECOMES NULLANDVOIDIFWORKORCON STRUCTION \ D ated Permit Issued: r/4-fi AUTHORJZED IS NOT COMMENCED WITHLN I 80 DAYS, OR. IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERJOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTI FY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE COM PLETED WITHIN WHETHER SPECIFIED H EREI N OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORJTY TO 0 CANCE E PR Sl S OF ANY OTHER STATE OR C W GULA NG 0 T U I NOR THE PERFORMANCE OF ON RU I N. AGREEMENT Const. Type: Setback s: ISDS No . & Fee: ~@RP~ ~~ PERMISSION IS H EREBY GRANTED TO THE APPLICANT AS OWNER CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CON STRUCT THE STRUCTURE AS DETAI LED ON PLANS AND SPECIFI CATI ONS SUBM ITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERM IT. THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CO DES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN LN 30.28.201 CRS AS AMENDED . THE SIGNER FURTiiER AGREES '11-!AT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOA'nON. ERECTION. CONSTRUCTION. AND USE OF THE ABOVE DESCRIBED STRUCTURE. THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT T HEN AND TH ERE IT SHALL BECOME NULL AND VOID . THE ISSUANCE OF A PERMT BASED UPON PLAN S. SPE CIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRJNG THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AN D OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRJED ON THEREUNDER WH EN IN VIOLATIO N OF TH S CODE OR ANY OTHER ORDINANC E OR REGULATION OF THIS JURJ SDICTION. THE REVIEW OF SUB MITTED PLAN S AND SPECIFICATIONS AND INSPECTIONS CON DUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSI BILITIES OR LlABLITIES BY GARFIELD COUN'IY FOR ERRORS . OMISSIONS OR DISCREPENCIES. THE RESPONSI BILITY FOR THESE ITEMS AND IMPLEMENTATI ON DURJNG CONSTRUCTION RESTS SPEC IFICIALLY WITH T H E ARTICTECT~I GNER. BUI LDER. AND OWNER. COMMENTS ARE I NTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS Ll\'TEREST. ' • I H EREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND TH E AGREEMENT ABOVE (IN ITIAL):~ P .. ~ f-tA)\..Q_,w -rd~ 16 Lf d .'2>3 lm7 \ \l ' -~I o ~ ~ · h -Qe. t ex -13-Db ~ l \Llo .Ct 8 t-'..Q_v--~ Ul..ft 1 0 0 ~ (. Th~ following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily vi s ible 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 step s outside or inside over three (3) steps must have handrails , guard rails on balconies or decks over 30" high constructed to all IBC 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; a s well as any final sign off by the Fire District, and/or State Agencies where applicable. A CERTIFICATE OFOCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****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 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 Certificate of Occupancy for the dwelling under building permit # I oa roy S1gnature Bpapplicationfeb2006 Date VALVA TION/FEE DETERMINATION Applicant (a iz,-+}j Address ___ W Ln Date !2..-·S"•O(a Subdivision/(~@ l-oa.~ (;;tJc Lot/Block ;2. Contractor 8~ if5t,l e.1 ~ Finished !Livable Areal: " =r~~~ 3 ~4<!"LJ(74 tl ,_ /J,:S -:s&S'.;J_ Lower Other Basement: Total Square Feet Valuation Unfinished Conversion ofUnfmished to Finished Plan Check Fee for Conversion Valuation Crawl Space: Valuation Decksffatios: · $1 0 o Covered ~ /5 X 2 1.{ 60 -:=.. 1 ~S (eO - Valuation ¢1 Oper; :/f3 )(} z 0_9 .,_If' J-/.55 0 f!.fL ValuatiOn Total Valuation'JtrJ._/ ~(} C/C/ ft 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 arid 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 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. I 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 ofthe 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 lines from each comer of the proposed structure( s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. (NOTE Section: 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the envelope. Yes >( 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying for a building permit on is located on a comer lot. Special setbacks do apply. Yes f 3. Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? Yes '1-- 2 4. · Dbes the site plan indicate the location and direction of the County or private road accessing the property? Yes X: 5. 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 )( 6. 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 1-J A 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits?· Yes 'I- 8. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and wind loads? Yes X 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes __ ...8.,. ___ _ I 0. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes __ _cc.._ __ _ II. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes __ _.L ___ _ 12. 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 roo J:.the top of a flat roof? (Building height measurement usually not to exceed 25 feet) } 1o '-o4 ~ '' Yes._ ........ ,.__ __ _ 13. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or phase II EPA certification? Yes No ___ ~----- 3 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? F 1 !LE?l~ i'l"' M"'.S~~.>'l'( Yes No. __ __,.:_ __ _ 15. 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 · No ------- 16. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes No ------- 17. 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 th{:se, areas? · Yes No )( --~---- 18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes No ------ 19. 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 X No ------ 20. Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? The building permit application will not be accepted without it. Yes No ------- 21. Will this be the only residential structure on the parcel? Yes No lfno-Explain: ______ _ 22. Have two (2) complete sets of construction drawings been submitted with the application? Y es_--'1,---- 23. Do you understand that the minimum dimension a home can be on a lot is 20ft. wide and 20ft. long? Yes )( No ----- 4 2l:l. Have you designed or had this plan designed while considering building and other construction code requirements? Yes )( No _____ _ 25. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes No ______ _ 26. 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 ____ _ 2 7. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes X No ____ _ 28. 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 ____ _ 29. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made from 7:30a.m. to 3:30p.m. Monday through Friday. Inspections are to be called in to 384-5003. Yes. __ -"'---No _____ _ 30. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re-inspection fee? Yes No ------ 31. Are you aware that you are required to call for all inspections required under the IRC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes No ------ 32. 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 ---'-'----No ________ _ 5 33. 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 Garfie ld County Road & Bridge Department s tating one i s not necessary? You can contact the Road & Bridge Department at 625-8601. Ye s >C No __________ __ 34. Do you understand that you will be required to hire a State of Col orado Li censed Electrician and Plumber to perform installations and hookups, unl ess you as the homeowner are performing the work? The license number of the person performing th e work will be required at tim.e of applicable in s pection. Yes >( No ____________ _ 35. Are you aware , that on the front of the Building Permit Applic ation you will need to fill in the Parcel Number for the l ot you are applying for thi s permit on prior to submittal of a building permit application ? Your attention in this i s appreciated. Yes ~ No ________________ _ 36. Do you know that the l ocal fire district may require yo u to s ubmit plans for their revi e w of fire s afety i ssues? Ye s K N o (please check with the building department about this requirement) 37. Do you understand th at if you are p l anning o n doing any excavating or gr adin g to the prope rt y prior to issuance of a building permit that you will be re quire d t o obtain a g ra din g permil? Yes X acknowledge that I have read, understand and answered these questions to the best f m · 1ty (days); qtO ·-~TJ ... (? 36b (evenings) Proj ect Name: ____ P_rt_o_t ~_·_rt_l_...:....~=;0....::...S_t \)6\1'7--_C:_E ________________ _ IJ/, ,11 1 Cre-e c.<. 1 /') (!(€-Project Address: ________ .~.....lS,_,_u..;;._;;__n_.:..>,Ck3"-'-'----u-1: ___ W'--~-------- N o tes: If you ha ve answered "No " on any of the quest ions, you may be required to provide this info rmation at the reques t of th e Building Official prior to beginning the plan review proce ss . D e lays in i ssuin g th e permit are to be expected. W o rk may not proceed without the issuance of a p e rmit. If it i s determined by the Building Official that additi onal information is nec essary to review the application and plans to de termine minimum compliance with the adopted codes, th e application 6 may be p'laced 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. BpminreqFeb2005 7 PLAN REVIEW CHECKLIST Applicant ::ao i~ ±l-j Building V"!fnginee re d Foundation ~Driveway Permit ~u r vey e d Site Plan __ Grade/Topograph y 30 % ~Attach Residential Plan Re view Li s t _L--Mlnimum Appli ca ti on Ques ti o nnaire _v-Slibdivis i o n Plat No tes -~e D epartment Revi e w v-\1 a l uati o n D e te rminatio n/Fee s -~Li n e Plans/S tamp s/Sticker ~c h Condit io ns ~pl i c atio n Signed -~n R ev ie wer To Si gn Appli c at ion ~e l/S c h e du l e N o . 40# Snow load Lgtter-M!!!!.f. Hms. ___ Soil ~ Report GENERAL N OTES: Planning/Zo ning __ Property Line Setbacks 30ft St ream Setbac ks __ Flood Plain I __ B 'ildi n g Height ning Sign-off oad impact Fee s HOA/DRC Approval Grad efTo po graph y 40% Pl annin g Issue s Subdi vision Plat N o tes 11/08/200& 23:31 9702453302 Garfield County Building Dept. To Whorn It May Concem: PROIETTI November 10, 2006 Dave & Lisa Proietti 1888 Deer Park Circle North Grand Junction, CO 81503 We (Dave & Lisa Proietti) give permission for our contractor, :Sob Ashleigh, to sign for us with regard to our building permits, instead of our signature as owners. We request this due to 1he fact that we are not currently in close proximity to Garfield County for signature purposes. If you have any questions, please call Lisa Proietti at (970) 640-9263. Thank you for your help in this matter. PAGE 02 ;~~(li't( .d\<45+3~/ Dave-F. Proietti Lisa R. Proietti Bob Ashleigh 36 Ranch Creek Lane Carbondale, CO 81623 October 24, 2006 Reference: Proietti Residence Lot 2, Ranch Creek Bob, Thank you for your preliminary plan submission for the home to be built for Dave and Lisa Proietti in The Ranch at Roaring Fork. The Architectural Review Committee has met and reviewed the plans. The committee was pleased with the overall concept of the home. The Ranch at Roaring Fork Board of Directors has accepted the Architectural Committees recommendation to approve the preliminary drawings as provided on 10/10/06. The submitted plans are approved for your Garfield County building permit process. In order for you to proceed in a timely fashion, the committee asks that you address the following questions: • Submit approved drawings with Garfield County approval. • No building will be permitted in any wetland areas. • Identify utility easement per Garfield County Building and Planning • Drive way will need to be a hard surface such as asphalt or concrete. • The color and roofing samples are approved and any changes w i ll require Architectural Committee approval. • Submit drainage, irrigation and landscape plan. • The Board of Directors passed a resolution on October 21, 2006 that a lodge poll fence would be required along the fishing easement of all Ranch Creek homes on Sopris Creek . Existing homeowners are encouraged to comply and any sale of an existing home without this fence will be required to comply upon the sale of the property . • All Construction hours as established by the Ranch at Roaring Fork Architectural Committee will be strictly enforced. 14913 H ighway 82 • Ca rbondale, Col o rad o 8 1623 • (970) 963 -3500 As a reminder, it is required that you contact Kelly Gesselle 48 hours prior to ground breaking for water line and sewer issues at 945-3150 . Please provide green mesh fencing is required to surround the property line and all building materials as well as the porta potty are to be inside the mesh fencing. On Behalf of the Ranch at Roaring Fork Architectural Review Committee, CC: Dave & Lisa Proietti Nov 07 06 11:30a p.c - qlJF CTli7iKONliP:SON i ~ ;f ' SOILS AND FOUNDATION INVESTIGATION PROIETTI RESIDENCE LOT 2, RANCH AT THE ROARING FORK GARFIELD COUNTY, COLORADO Prepared For: MS. LISA PROIETTI 1888 Dear Park Circle North Grand Junction, CO 81503 Project No. GS04757-120 234 Center Drive I Glenwood Springs, Colorado 81601 Telephone: 970-945-2809 Fax: 970-945-7411 June '16, 2006 Nov 07 06 11:30a TABLE OF CONTENTS SCOPE SUMMARY OF CONCLUSIONS SITE CONDITIONS PROPOSED CONSTRUCTION SUBSURFACE CONDITIONS SITE EARTHWORK Excavations Structural Fill Backfill FOUNDATION FLOOR SYSTEM AND SLABS-ON-GRADE BELOW-GRADE CONSTRUCTION SURFACE DRAINAGE LIMITATIONS FIGURE 1 -APPROXIMATE LOCATIONS OF EXPLORATORY PITS FIGURE 2-SUMMARY LOGS OF EXPLORATORY PITS FIGURE 3-GRADATOIN TEST RESULTS MS. LISA PROIETTI LOT 2, RANCH AT THE ROARING FORK PROJECT NO. GSIJ47S7-120 S:IGS04757.000\12012. Repot1siGS04757 120 R1.dot P·" 1 1 2 2 2 3 3 4 4 4 5 6 6 7 Nov 07 06 11:30a ,., ... SCOPE This report presents the results of our soils and foundation investigation for the Proietti Residence proposed on Lot 2 at Ranch at the Roaring Fork in Garfield County, Colorado. We conducted this investigation to evaluate subsurface conditions at the site and provide foundation recommendations for the proposed construction. Our report was prepared from data developed during excavatio-n of exploratory pits at the site, engineering analysis and our experience with similar conditions. This report includes a description of the subsurface conditions found in exploratory pits, and presents recommendations for design criteria for the recommended foundation and floor system, and geotechnical and construction criteria for details influenced by the subsoils. Recommendations contained in this report were developed based on our understanding of the planned construction. If plans differ significantly from the descriptions contained in the report, we should be informed so that we can check that our recommendations and design criteria are appropriate. A summary of our conclusions is presented below. SUMMARY OF CONCLUSIONS 1. Subsurface conditions encountered in the exploratory pits consisted of about 6 inches of sandy clay "topsoil" underlain by clayey to silty gravel with cobbles and boulders to the total explored depth of 9 feet· below existing ground surface. Free ground water was not observed in the exploratory pits. 2. We recommend constructing the residence on footing foundations supported by the undisturbed, gravel soiL Design and construction criteria for footings are presented in the report. 3. We judge potential for differential movement will be low for slabs-on- grade supported bythe undisturbed, gravel or densely compacted structural fill built with the on-site gravel. Additional discussion is in the report. 4. Surface drainage should be designed to provide for rapid removal of ..::.vtface water away from the residence. An exterior foundation drain should be constructed around below-grade areas in the building. MS_ USA PROIETTI LOT 2, RANCH AT THE ROARING FORK PROJECT NO. G$04757-120 S:IGS04757.000\121J\1. Reports\GS04757 120 R1.doc 1 Nov O'i 06 II: 30a SITE CONDITIONS The site is within Ranch at the Roaring Fork, located south of State Highway 82 in Garfield County, Colorado. Lot 2 is in the central part of the development and west of Ranch Creek Lane. Single-family residences or lots under development surround the lot. Blue Creek, which flows in a southeast to northwest direction, is present in the south part of the lot. In general, ground surface in the building envelope slope gently down to the south at grades less than 5 percent. Vegetation on the lot consists predominantly of sparse grass and weeds. PROPOSED CONSTRUCTION Building plans were not provided to us. We understand the proposed single- family residence will be a two-story, wood-frame building with an attached garage. Main level and garage floors in the residence are planned as slabs-on-grade. Maximum foundation excavation depths will likely be about 4 feet. Completed wall backfill depth may be slightly more than excavation depth as final grades are adjusted for drainage. Foundation loads are expected to vary between 1,000 and 3,000 pounds per lineal foot of foundation wall with maximum interior column loads of 30 kips. If construction will differ significantly from the descriptions above, we should be informed so that we can adjust our recommendations and design criteria, if necessary. SUBSURFACE CONDITIONS We investigated subsurface conditions at the site by excavating two exploratory pits (TP-1 and TP-2) at the approximate locations shown on Figure 1. Exploratory excavation operations were directed by our field representative who logged conditions exposed in the pits and obtained samples of the soils. Graphic logs of the soils in the exploratory pits are shown on Figure 2. MS. USA PROIETTI LOT 2, RANCH AT THE ROARING FORK PROJECT NO. GS04757-120 S:\GS047S7 .0001120\2. Reports\GS04757120 R1.doc 2 P·" -~mr~-- ··'ii Nov 07 OS 11:3Da - Subsurface conditions encountered in the e.:::::ploratory pits consisted of 2bout 6 inches of sandy clay "topsoil" underlain by clayey to silty gravel with cobbles and boulders to the maximum explored depth of 9 feet. Our observations during excavation indicated the gravel was very dense. Free ground water was not found in our exploratory pits at the time of excavation. The pits were backfilled immediately after excavation operations were completed. Two samples of the soils were selected for gradation analysis.· Gradation test results are presented on Figure 3. SITE EARTHWORK Excavations We anticipate excavations will be predominantly in the gravel soils. Excavations for the building foundation and utilities can be accomplished using conventional, heavy-duty excavation equipment. Excavation sides will need to be sloped or braced to meet local, state and federal safety regulations. The soils in excavations at this site will generally classifY as a Type C soil based on OSHA standards governing excavations. Temporary slopes deeper than 4 feet should be no steeper than 1.5 to 1 (horizontal to vertical) in Type C soils. Contractors should identity the soils encountered in the excavations and refer to OSHA standards to determine appropriate slopes. Soils removed from the excavation should not be stockpiled atthe edge of the excavation. Excavated soils should be placed at a distance from the top of the excavation equal to at least the depth of the excavation. Free ground water was not found in the exploratory pits. We do not anticipate excavations for foundations or utilities will penetrate ground water, however, excavations should be sloped to a gravity discharge or to a temporary sump where water can be removed by pumping. The ground surrounding the excavations should be s!o!J9d ~-s much as ~ractical to direct "runoff away from the excavations. MS. USA PROIETTI LOT Z, RANCH AT THE ROARING FORK PROJECT NO. GS04757-120 S;\GS04757.000\121).2. Reporn\GS04757120 Rl.doc 3 p.S -'.l-- ~ -~ 'iii: Nov 07 06 1!:3la p.? Structural Fill Fill may be required to attain subgrade elevations.for the driveway, main level and garage floors. Areas which will receive fill should be stripped of vegetation, organic soils and debris. The on-site soils free of organic matter, debris and rocks larger than 4 inches in diameter can be used as fill. Fill should be placed in loose Iitts of 10 inches thick or Jess and moisture conditioned to within 2 percenf of optimum moisture content. Fill placed outside the building footprint should be compacted to at least 95 percent of standard Proctor (ASTM D 698) maximum dry density. Structural fill below interior floor slabs should be compacted to at least 98 percent of ASTM D 698 maximum dry density. Moisture content and density of fill and structural fill should be checked by a representative of our firm during placement. Backfill Proper placement and compaction of backfill adjacent to foundation walls is important to reduce infiltration of surface water and consolidation of backfill soil. Backfill should consist of the on-site soils or similar soils free of organics, debris and rocks larger than 6 inches in diameter. Backfill should be placed in loose lifts of 8 inches thick or less, moisture-treated to within 2 percent of optimum moisture content and compacted to at least 95 percent of standard Proctor (ASTM D 698) maximum dry density. The upper one to two foot thickness of backfill soil placed adjacent to foundation walls should be a clay soil to limit infiltration of surface water. FOUNDATION We recommend constructing the Proietti Residence on footing foundations supported by the undisturbed, gravel soil. The completed foundation excavation should be observed by a representative of our firm, prior to placing forms, to confirm that the exposed soil is suitable for support of the designed footings. Maximum settlern'i'!""'• 0f f~q~in3~ d~si2ned-~s recommended is ex~ected to be about 1 inch. Recommended design and construction criteria for footings are presented below. MS_ USA PROIETTI LOT 2, RANCH AT THE ROARING FORK PROJECT NO. GS04757-120 S:.GS04757.000I120\2. Reports\GS04757 12(1 R1 .doc 4 Nov u·t u~ 11:~1a 1. Footing foundations should be supported by the undisturbed, gravel soil. Soils loosened during excavation or the forming process for the footings should be removed or the soils can be re-compacted prior to placing concrete. 2. Footings supported by the gravel soil can be designed for a maximum allowable soil pressure of 4,000 psf. 3. Continuous wall footings should have a minimum width of at least 16 inches. Foundations for isolated columns should have minimum dimensions of 24 inches by 24 inches. Larger sizes may be required, depending upon foundation loads. 4. Grade beams and foundation walls should be well reinforced, top and bottom, to span undisclosed loose or soft soil pockets. We recommend reinforcement sufficient to span an unsupported distance of at least 10 feet. Reinforcement should be designed by the structural engineer. 5. The soils beneath exterior footings should be protected from freezing. We recommend the bottom of footings be constructed at a depth of at least 36 inches below finished exterior grades for frost protection. FLOOR SYSTEM AND SLABS-ON-GRADE Garage and main level floors in the residence are planned as slabs-on-grade. Based on our laboratory test data and our experience, we judge slab-on-grade construction can be supported by the undisturbed, gravel or densely compacted, structural fill built with the on-site gravel with low risk of differential movement and associated damage. Structural fill placed to attain subgrade elevations for the garage floor slab and exterior concrete flatwork should be in accordance with the recommendations outlined in the Structural Fill section. We recommend the following precautions for slab-on-grade construction at this site. 1. Slabs should be separated from exterior walls and interior bearing members with slip joints which allow free vertical movemem of the slabs. MS. LISA PROIETTI LOT 2. RANCH AT THE ROARING FORK PROJECT NO. GS04757-120 S·IGS047S7.000112m2. Reports\G$0475? 1 2G R1.doc 5 J"'•C Nov 0~/ 06 l l: :::JC!a ~· ' ' 2. Underslab plumbing should be pressure tested for leaks before the slabs are constructed. Plumbing and utilities which pass through slabs should be isolated from the slabs with sleeves and provided with flexible couplings to slab supported appliances. 3. Exterior patio and porch slabs should be isolated from the residence. These slabs should be well-reinforced to function as independent units. 4. Frequent control joints should be provided, in accordance with American Concrete Institute (ACI) recommendations; to reduce problems associated with shrinkage and curling. Our experience indicates panels which are approximately square generally perform better than rectangular areas. BELOW-GRADE CONSTRUCTION We understand that no below-grade areas are planned for the Proietti Residence. If plans change to include below-grade areas, we should be informed so that we can provide recommendations for lateral earth pressures and subsurface drainage. SURFACE DRAINAGE Surface drainage is critical to the performance offoundations, floors labs and concrete flatwork. We recommend the following precautions be observed during construction and maintained at all times after the residence is completed: 1. The ground surface surrounding the exterior of the residence should be sloped to drain away from the residence in all directions. We recommend providing a slope of at least 6 inches in the first 5 feet around the residence in landscaped areas. 2. Backfill around the exterior of foundation walls should be placed in maximum 10 inch thick loose lifts, moisture conditioned to within 2 percent of optimum moisture content and compacted to at least 95 percent of standard Proctor (ASTM D 698) maximum dry density. 3. The residence should be provided with roof gutters and downspouts. Roof downspouts and drains should discharge well beyond the limits of all backfill. Splash blocks and downspout extensions should be provided at all discharge points. MS_ liSA PROIETTI LOT 2, RANCH AT THE ROARING FORK PROJECT NO. GS04757-120 S:\GSOH57.000\120\2 Reports1GS04757120 R1.doc 6 Nov 07 uo ll::;;JCa i 4. Landscaping should be carefully designed to mtmm;ze irrigation. Plants used near foundation walls should be limited to those with low moisture requirements; irrigated grass should not be located within 5 feet of the foundation. Sprinklers should not discharge within 5 feet of the foundation and should be directed away from the building. 5. Impervious plastic membranes should not be used to cover the ground surface immediately surrounding the residence. These membranes tend to trap moisture and prevent normal evaporation from occurring. Geotextile fabrics can be used to control weed growth and allow some evaporation to occur. LIMITATIONS The exploratory pits provide a reasonably accurate picture of subsurface conditions. Variations in the subsurface conditions not indicated by the pits will occur. We should observe the completed foundation excavation to confirm the native gravel soil is exposed and suitable for support of the footings as designed. This investigation was conducted in a manner consistent with that level of care and skill ordinarily exercised by engineering geologists and geotechnical engineers currently practicing under similar conditions in the locality of this project No warranty, express or implied, is made. If we can be of further service in discussing the contents of this report or in the analysis of the influence of the subsoil conditions on the design of the structure, please call. CTL I THOMPSON, INC .. ;>;·:~;;--~ ·; Edward R. White, E.l. Staff Engineer ERW:JM:cd (5 copies sent)) MS. LISA PROIETTI / lOT 2, RANCH AT THE ROARING FORK PROJECT NO. GS04757-120 .S.CGS04757.000\120\2_ Reports\G$04757 120 R1.doc Reviywed/ib~·;· ' ,_! '· / /f J6hnJiifechfing;P.E. · 8r~n·~h nn~nager. · .· .-' .-'; ... , -. .--i' -; .-. • . :I '·"' . 7 f""• .LU i t Not to Scale 151 AC.+/- 003 ,. 1 t f Ms. Usa Proietti ~ Pruiett! Aeslder.ee ~ Project No. GS04757-120 t I LOT 2 - 0.215 AC,+/- TP-1 • p. l l AC Approximate Locations of Exploratory Pits Fig. 1 Nov u·; U6 11:33a -1 --f • ' ·LEGEND: -.. .. "- .!: .<: -a. " 0 TF-i 0 5 10 Cloy sandy "topsoil", grovel, organics, brown. Grovel, clayey to silly, cobbles, boulders, very dense, moist, brown. (GC-GM) Indicates bulk sample. 0 5 10 NOTES: 0 .. "0 -:r ::l 'Tl .. .. - p. 12 1. Exploratory pits were excavated with a backhoe on May 12, 2006. Pits were backfilled immediately after excavation operations were completed. 2. No free ground water was observed In the exploratory pits at the time of excavation. 3. Locations of exploratory pits ore approximate. 4. These exploratory pits ore subject to the explanations, limitations and conclusions as contained in this report. ! SUMMARY LOGS OF EXPLORATORY PITS ·r··. reject N GS 0. 04757-120 Fig. 2 .....__ r1ov u·t uc 11: ::t4a p. 13 HYDROMETER ANALYSIS SIEVE ANALYSIS DIAMETER OF PARTICLE IN MILLIMETERS SANDS CLAY (PlASTIC) TO Sll T (NON-Pl.ft.STIC) MEDIUM FINE Sample of GRAVEL, CLAYEY, SILTY (GC-GM) From __ ___,_T,_P-'-'1-'A="T,_.So:-_,_?_,_F'=E"'ET_,_ ________ _ 25 HR. 7 HR. 60MIN.19 MIN 45 MIN 15 MIN. >00 r---=-=-== go> i o4MIN 1 MIN. "200 SANDS .:>ornpie-of From GRAVEL CLA.YEY, SILTY (GC-G:vy _____ _ TP-2 AT 7-9 FEET --· ---------·---·-------- GRAVEl COARSE FINE COARSE COBBLES GRAVEL 72 °/o SAND 16 % SILT & CLAY 12 % LIQUID LIMIT -% PLASTICITY INDEX ---% GRAVEL CQARSE FlNE COARSE C086Lt:5 UQUIO LIMIT ::>LA.STICiTY INDEX Gradation Test Results 23% F\!3. 3 Mar 13 07 01:07p To: Ron Varuneter ... ~~ ·~ TUTTLE SURVEYING SERVICES Garfield County Building Department Date: March 13, 2007 Project: Ranch Creek, Lot 2 Ron: 9479101 Jeffrey A Tuttle P.L.S. Tuttle Surveying Services 226 Heather Lane Glenwood Splings, Co. 8160 l Ph. (970) 928-9708 Fx. (970) 947-9007 Email jeff@tss-us.com p • I The following elevations are based upon field measurements taken on March 02, 2007 and are relative to the vertical datum shown on the Site Plan dated 09/19/2006 created by Tuttle Surveying Services. Finish Floor-Garage 6224.84 Upper Roof Peak-6259.64 Upper Eave-6243.66 Lower Roof Peak-6256.40 Lower Eave-6243 .1 0 Please contact Tuttle Surveying Services for any questions or comments. March 14,2007 Lisa Proietti 1888 Deer Park Circle North Grand Junction, Co. 81503 Dear Lisa, I am writing you to confiim that the height of your dwelling under construction on Ranch Creek Lane exceeds the maximum zoning height allowed by the Garfield County Building and Planning Department. I met today with Mr. Bill Ruhe, president of Sigma Development LLC and confirmed that a new roof will have to be built to conform to the 25 foot elevation limit allowed in the Ranch Creek subdivision. The mid-point of the natural undisturbed grade was unclear when initial calculations were done. A resulting study has determined that the 25 foot allowed height is exceeded at the structure and will have to be corrected. In the meeting with Mr. Ruhe it was agreed that amended roof plans will have to be submitted before the building permit approval process can proceed. I apologize for any inconvenience. Respectfully, Ron VanMeter Code Compliance Cc: Bill Ruhe, President Sigma Development LLC To: Ron Vanmeter SIGMA ~\ ~ DEVELOPMENT LLC Garfield County Building Department Date: 19 March 2007 Project: Proietti Residence Ranch Creek Subdivision, Lot 2 Ron: The attached is a proposed change to the roof structure of the above residence signed by Dale Thune, Structural Engineer. The proposed change meets with the requirements of 2.02.09 of the Garfield County Building Requirements. I have also attached the survey notes of Jeff Tuttle identifying the Original Grade of the Lot. Please consider this our Application for your approval of our change. P.O. Box 1490 • BASALT, CO 81621 PH: 970.927.9380 FAX: 970.927.0112 Mar 16 07 09:37a .. ·• To: Ron Vanmeter -r~.:M!:;; Iii ~ ..... TUTTLE SURVEYING SERVIC:ES Garfield County Building Department Date: March 16, 2007 Project: Ranch Creek, Lot 2 Ron: 9479101 Jeffrey A Tuttle P.L.S. Tuttle Surveying Services 226 Heather Lane Glenwood Springs, Co. 81601 Ph. (970) 928-9708 Fx. (970) 947-9007 Email jeff@tss-us.com p. 1 The following elevations are based upon field measurements taken on March 02, 2007 and are relative to the vertical datum shown on the Site Plan dated 09/19/2006 created by Tuttle Surveying Services. Original Grade at Northeast Comer of Building-6224.0 Finish Floor-Garage 6224.84 Upper RoofPeak-6259.64 Upper Eave-6243.66 Lower Roof Peak-6256.40 Lower Eave-6243.10 Please contact Tuttle Surveying Services for any questions or comments. Thank You, Sincerely Jeffrey A. Tuttle P.L.S. 1v1ar "Mar. 19. 2007 !2:01PM" The langford Corporal ion -.;I l r:;; =~ I'"'· I ··1 ! -/ i ·- ;,\j n'l {.."": i- ! (..'";.J ifl1 ~~ p' • -,., ! 0 ' . i~ ,'. ~tv·~L'""'"No. 0755 P. I ; ; : ; (XI REVIEWED 0 REVISE & RESUBMlr ~JAAKE CORRECTIONS 0 REJECTED AS NOTED Shop drawings are reviewed for general conformance with the design intent of the contract documents. Contractor is responsible~ all quantities and dimensions shown h In nd shaN not fabricate until _..Ui ....... ~·!!.!!;led. . NGFORD CORP. __ ·--------nnr: •. ;ft.2Lr~_'f-_ \;_ i ' _c __ i ' ' :' . I H ~~~ --··..:l c:-· '?/. '0 ~fl_, {,; i ~ ~: lif 0 " ~~~·;u.~~-~= "' N, "'",I: ---~+--~ I ' -·-t I ' ' 1--1---";:, r-Tin tf~- 'j l i ,, i ,; .• -L ---_ --· •. i ll'<i-zJ-1 j I, I I I "e:~=--L 1- \---- •\"-! COUNTY OF GARFIELD -BUILDING PERMIT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at----'-'~::....::>::..='=------------ Permit No. __________ ~----------------------- I have this day inspected this structure and these premises and found the following corrections needed: !)~~~~ ~'7?~~,_..~1(~~ 3)~r-AL--~' ~,.'. 4--~#7'~~ o-·~ ' ;z;;__~, You are hereby notified that the above correction must be inspected before covering. When corrections have been made, call for inspection at 970·384·5003. Date t-S-o 7 20:::rc=:s;;;::::::=--- 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 OO;< t( fk.-vLd..w£ ~ , Permit No. --'-'/0""?2"--"-'6'-tf~------------- I have this day inspected this structure and these premises and found the following corrections needed: Cl(wtL ~ h~ ~~&~z-~~ ~}(/Cr~~~~~ ~~a$~-~~/ ~ rfl ~..,.;_ ~ /l$1-/J? f'810/-tJtj llf ?1 ?dcd(~~t#~ You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date £· I %'·0 7 20 ___ _ Building Inspector -2/?a$/2:7t/Jt/f/??>=-:z:;- Phone (970) 945-8212 COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Permit No. 112?-6 f I have this day inspected this structure and these premises and found the following corrections needed: 0~o/~ ;-.)~' ~_;.1 <7\.-~ .))2 ~~/J&t4L.,Y~~) 1)J0-n ~ ~ ~"P'~ ~~#~ TJuLtrP~~~~ ~ ( !i¢1 J;"5Jt~-rU'L l/!79) r)/t#~-u , 9<. w {&¥6 ~~ g)~~ You are hereby notified that the above correction must be inspected q'J4,.f" A~ before covering. When correction(s) have been made, call for inspection at 970-384·5003. 1"1-.-7 Date :{6-0 _ ~0--:- 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 Permit No. /0~6 $" I have this day inspected this structure and these premises and found the following corrections needed: )!i Call 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 /,Z-.').8-<:J 7 20 ___ _ Building Inspector ~???«~~~ Phone (970) 945·8212 No. __,_I--=0__,8=:::...!.-"='(Q"---'4~-Assessor's Parcel Nod0Cf3-3[ol-I J?-Cdf ::!:f/;2..3'/F,~Ih.. Lcl Date )',;l-L3-DCa BUILDING PERMIT CA 3--phd, Q Job A Owner...L.,..I.;-I.~~Yfr-1'=~~~----Addre~~ ~* 51r~\/ 3~&~.4-·,A<=::. RH _____ LH _____ Zoning ____ _ { u......r -.._) C) ~-INSPECTIONS UTERIOR Address No.--------/''------ Drainage--,-----+------ Decks-support & Decks-stairs & ral Exterior locks ---\---'-!'-------- INTERIOR / GARAGE . Fire wall se ation ~ Service doors-¥1" mi(--------- Doof (20 min.) /aut9 closer-1~" min. ____ _ Mech. equip. 18' ve floor _______ _ No opening into sleeping area, _______ _ BASEME!i ·CRAWL AREA Access --~----7":::,_ _____ _ Insulation --~-7-'-------- FINAL CHECKLIST MECHANICAL ROOM Boiler ________ ___,L--- Hot water--------/-'--- F.A. gas/oii _____ -+---- Fioor drain;-------t'------ Ciearance-1r---+----- Air con. syste'r----/-:__ ____ _ Gas piping, valves _______ _ LPG Drain---------- FIREPLACE/STOVE Clearance to combustibles+------ Certified by: _________ _ REMARKS (continue on back) STAIRWAYS Headroom (6'6') ---IL'--------- Ra\llng & guard~_,/~-------- Width ____________ _ Rise & run / KITCHEN ~ Clearance abo g ------- Exhaust fan -""-----7"----- Broiler exhaust (1 hr. chase) .,L------ BEDROOMS Egress --------ll--7'-'--------- Smoke detector__::_ __ ~---- BATHROOMS / Exhaust fan 1---- Shallerproof gb,..z~------- OTHER INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued/.'R/,J'J/.C~.Zoned Area ••...••......•................. Permit No../.f!.~.~ ........... . AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and 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 Inspector and IMMEDIATELY BECOME NULL AND VOID . • Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. (To include Roof in place and and Doors installed). INSPECTION RECORD 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 Call384-5003 108 8th Street Glenwood Springs,. Colorado APPROVEDDO NOT DESTROY THIS CARD oatef~-w. ev a/rB IFPLACEDOUTSIDE -COVER WITH CLEAR PLASTIC Parcel Detail Page I of 3 Garfield County Assessor/Treasurer Parcel Detail Information Assessorrrreasl!rerProperty Search I Assessor Sltbset Query I Ass.essor Sales SJ:arch Cleds& Re_c;_orderReceptio!lSemch Parcel Detail I Value Detail I Sales Detail I Residential/Commercial Improvement Detail Land Detail I Photographs I TaxArea II Account Number II Parcel Number II Mill Levy I I 011 II R006938 II 239336118004 II 63.377 I Owner Name and Mailing Address !PROIETTI, DAVID & LISA I 11888 DEER PARK CR NORTH I !GRAND JUNCTION, CO 81503 I Legal Description lsECT,TWN,RNG:36-7-88 SUB:RANCH II !cREEK P.U.D. SUB-DIY. LOT:2 DESC: IRE-SUB OF PARCEL I & 2, PHASE 2 ITOWN CENTER, RANCH AT ROARING FORK IPRE:RIII593 BK:I525 PG:857 IRECPT:637970 BK:l304 PG:654 IRECPT:592217 BK:I217 PG:924 IRECPT:572363 BK: 1214 PG:68 IRECPT:571288 BK:I214 PG:61 IRECPT:571287 BK:II66 PG:913 I IRECPT:557351 BK:0695 PG:0887 I Location Physical Address: IIHIGHW A Y 82 CARBONDALE Subdivision: "RANCH CREEK P.U.D. SUB- http://www .garcoact.cornlassessor/parcel.asp?ParcelNumber=239336118004 12/12/2006 Parcel Detail Page 2 of3 lmv. I Land Acres: lo Land Sq Ft: 119,365 I Section II Township II Range I 36 II 7 l[ 88 I Property Tax Valuation Information II Actual Value II Assessed Value I I Land: II 150,00011 43,5001 I Improvements: II 01r 0 I Total: II 150,oooll 43,5001 Sale Date: 111011/2003 Sale Price: 11142,500 Basic Building Characteristics Number of Residential lo I Buildings: Number of Commllnd lo I Buildings: No Building Records Found Tax Information Tax Year Transaction Type I Amount I 2005 Tax Payment: Whole ($2,756.90)1 2005 Tax Amount $2,756.901 2004 Tax Payment: Whole ($1,697.16)1 2004 Tax Amount I $1,697.161 2003 Tax Payment: Whole ($1,347.84)1 2003 Tax Amount $1,347.841 2002 Tax Payment: Second Half ($787.06)1 2002 Tax Payment: First Half ($787.06)1 2002 Tax Amount $1,574.121 2001 Tax Payment: Second Half ($672.49)1 2001 Tax Payment: First Half I ($672.49)1 2001 Tax Amount II $1,344.981 or http://www. garcoact.corn/ assessor/parcel. asp ?ParcelN umber=23 9 3 36118004 12112/2006 Parcel Detail Page 3 of 3 IF===20=0=0==~1:1=====T=a=x=P~~=m=e=nt=:W==ho=le====~IIF===(=$2=2=2.9=4~)1 1 2000 II Tax Amount II $222.941 Top of Page A~sessor Database Searc[1QptiQtls I Treasurer Database S~arc_h_Qp.tiQJ.lS. Clerk & Recorder Database Search Options G::n:fjeJd .. Colintyi:Iom~Page 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:/lwww .garcoact.com/assessor/parcel.asp?ParcelN umber=239336118004 12/12/2006