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Application - Permit
Garfield County L-1 N_o_._104_I_4 ___ -..~ Building & Sanitation Department 108 gh Street, Suite #401 Glenwood Springs, Co. 81601 Office-945-8212 Inspection Line-384-5003 Job Address____.£'-· _,_/...L..loft-+-0-~_.L....{!f~---=·~£:.,_=._1ch_v._/k __ d_K_Ilo3_S __ _ Nature of Work Building Pennit ~ '101: IEH/ -0 '8- Use of Building SjF feT!Civne ·~~~ J: ()fO.~pE_, Owner · Sf3C tLc Ci Contractor~ t!vllclei::S Amount of Permit$ /}.fflJ.C2S' Clerk Jtojt?JIU GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8.,, Street. Sllltc 201, Gleawood Sprta&•· CO 81801 Phoae: 970.945-8212 1 Faz: 970.384-3470 /lalpect!oa Llae: 970.384-5003 L~/4 240718111017/R042181 Permit No: __,_f->"'[L'1:_~~-......_---Parcel/Schedule No: ------------------I Job Address: 21 Rapt or Court -~ ~1,35' o<ua. 1 Lot No: .. Block No: Subd. I ExempUon: 17 First Ea,gles Point S'-' bel • 2 Owner: Address .Ph94 5-1010 WkPh : JBC LLC 930 Grand Ave G .S 3 Contractor: A~d'lr:Box 606 5 B .M • Phzs5 -0398 Lie. No • Tapestry Builders 4 Archllect/Englneer: Address: Ph: Lie. No. T.;nrnln nPvnrP 1441 :to' otor G.J . 242-8698 5 Sq. Ft. of Building: Sq. Ft. of Lot: Height: 18' No. of Floors: 2538 12,555 2 (i Use of Building: SfF t4A.~+AJ& D r~ .. Jt' ~~,of ~ .....,.,.... u ~ b. _H ' Residence ~ r.o.rt.:~ .... -~-a-'1" -,., f-~ . 7 Describe Wortu i l d 3BR J 3BA J I s"tucco t CompURoof~607 S .F. Main level, new l"l'l1 T~u"'~ (".,..-.4on lo'r~1 H Class of Work: [J IX New Q Altenitforl_t • o ~:gve Addition 0 Move 41 Unfi.n S ed ~l Garage: a Single Carport: a Single c X Double Q D o uble 10 0 Driveway Permit c On·Site Sewage !I Sit e Plan EaJ!les Point is Exempt Disposal 11 ValuaUon of Work: S Adjusted Valuations: $ ? 1 :a. ('1. _cl-.!!, ./' 12 Special CondiUons: Zl~ CJ43 ~r NOTICE Plan Check Fee: Permit Fee: A SEPARATE El.EC1RICAL PERMIT IS REQtnRED AND MUST BE J,ot:o q.1J ) b 32 15""' ISSUED BY nfE srAn OF COLORADO. ' nDS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC'IlON Total Fee: Dated Permit Issued: AtmiORIZED IS NOT COMMENCED WmiLN 180 DAYS, OR. IF COI'lSTRUcnON OR WORK IS SUSPENDED OR ABANDONED FOR A .? bq 3 lJ $"' PERIOD OF 180 DAYS AT ANY nME AFI'ER WORK IS COMMENCED. I I HEREBY CER'IlfY nlAT I HAVE READ AND EXAMINED nJ!S OCC Group: Const. Type: APPUCAnON AND KNOW ntE SAME TO BE 1RUE AND CORRECT. AU. J;(lL V-8 PROVISIONS OF LAWS GOVERNING TIUS 'IYPE OF WORK WILL BE COMPLETED wrrHIN WHE'J11 ER SPECIFIED HEREJN OR NOT. nfE Zoning: Setbacks: GRANTtNG OF A PERMIT DJlfS NOT PRESUME TO GJVE AtmiORllY TO VIOLATE OR CANCEL 1H ~OVISIONS OF ANY OTIIER STATE OR .L.OC A; .1 ~WREpULATlNG ~C l'oiS1RUC'nON OR nfE PERFOrCE OF~~ N 11 ~nroN~ ~~~~J\ ~ ~ 11 Manu. Home: ISDS No. & Fee: ID l ~ ~ y(., --;:,~ 0'-~ ~ p .1.~~·~,~ ~ ~~ .~_it'h?-1~ 7 BIDi ~ PLNG. DI£FT •. L. I " •an: APPROVAL/DATE AGREEMENT PERMISSION IS HEREBY GRANTED TO nfE APPUCANr AS OWNER. CONTRACTOR AND /OR nfE AGENT OF nfE COI'ITRACTOR OR OWNER 10 CONSTRUCT THE STRUcnJRE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMrrTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERAnON OF TiiE ISSSUANCE OF nti S PERMIT. nfE SIGNER. HEREBY AGREES TO COMPLY wrrH AU. BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANt' TO AtmiORnY GIVEN W 30.28.201 CRS AS AMENDED . nfE SIGNER FlJR'tliER AGREES niAT IF nfE ABOVE SAID ORDINANCES ARE NOT FtJU.Y COMPILED WTili IN nfE LCOATION. EREC'JlON. CONSTRUC'IlON. AND USE OF nfE ABOVE DESCRIBED STRUCTURE. nfE PERMJ'I' MAY BE REVOKED BY NOTICE FROM TiiE COUNTY AND nlAT1lfEN AND nfERE IT SHALL BECOME NUU. AND VOID. lliE ISSUANCE OF A PERMT BASED UPON PLANS. SPECIFlCATIONS AND 011iER DATA SHALL NOT PREVENT nfE BUILDING OFFlCIAL FROM nfEREAFTER REQUIRING 1lfE CORREC110N OF ERRORS IN SAID PLANS . SPECIFICATIONS AND 011iER DATA OR FROM PREVENJlNG BUILDING OPERAnON BEING CARRIED ON 1lfEREUNOER WHEN IN VIOLA nON OF 1lfS CODE OR ANY OTHER ORDI NANCE OR RECULAnON OF 1lilS JURISDIC'nON. 11iE REVIEW OF SUBMrrTED PLANS AND SPECIFICAnONS AND INSPECllONS CONDUCTED TiiEREAFTER DOES NOT CONS'ITJUTE AN ACCEPTANCE OF' ANY RESPONSIBiunES OR UABunES BY GARFIELD COUNTY FOR ERRORS , OMISSIONS OR DISCREPENCIES. 11iE RESPONSI BILJ1Y FOR 11iESE ITEMS AND IMPLEME!IfTATION DURING CONSTRUC'nON RESTS SPECIFICIAU.Y Wl11f 11i£ AR'l1CTECT, DESIGNER. BUILDER. AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF' 1lfE OWNERS LNTEREST. Garfom 003 I HEREBY ACKNOWLEDGE niAT I HAVE READ AND UNDERSTAND 1lfE AGREEME!Iff ABOVE UNI11AU: ----- rrt lTSG )IO~=t·d£ ~1,~ bat~ 3-CJ,b-oi-.C x:., 1?3'1 !I' 16'3,)·+Cf ., The following items are required by Garfield County for a final inspection: I . A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department 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. AJJ steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all me 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, anchor State Agencies where applicable. A CERTIFICATE OF OCCUPANCY Wn..L 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 occup~fZ' and the issuance of a Certificate of Occupancy for the dwelling under building permit#..__ IU=--"t~~:.~_L....LL __ _ r 1~~uJ~~ '3, '='·o t ~ature V Date Bpcont0ct2004 Michelle James, Manag~r JBC, LLC VALUATION/FEE DETERMINATION Applicant ::r (S L L L (__ Address d-\ ffA:p\cR D·• ... a.\- Date 3 -'3o -o'l Finished (Livable Area): Subdivision [ftG.\1£-S Po 1~J 1 Lot/Block L \1 Bll'-\ Contractor TJii>e-:a\tL/ 8 \cAes Main I b01 '/.. I t.t b t l W 0 IO -rJ. J Upper Lower q 3 l t. 1 L\ t.. r Other Basement: Total Square Feet Valuation t,, ~7 ot- J Unfinished I~\ ~ L\ l -=-51 i'J Conversion of Unfinished to Finished Plan Check Fee for Conversion VaJuation Gara~e: 55o )( I~ :: 4 'too"" Valuation 1 Crawl Space: Valuation 1-j) &---)( cq =-4 \ '2 C.. .:oe- Decks/Patios: Covered b 3 X '2 '1 Valuation l ~rz oa Open . VaJuation d-s-~ X. I'L Total Valuation f ... . GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIRE:tvffiNTS For SINGLE FAMILY DWELLING CONSTRUCTION Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. Other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if 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. 1 ~ • 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, induding re-bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house-rap, (which is required), siding or any approved building material. Engineered foundations may be required. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M .P.H. wind speed, wind exposure B or C, and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IRC. I. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each 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 of30% 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 1/ 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 !./""" 2 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes ,/ 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 !.<':': 7. Do the plans indicate the size and location ofventilation openings for the attic, roof joist spaces and soffits? Yes ,...,/ 8. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimwn of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and wind loads? Yes t/ 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof constructi.on? Yes v' 10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes ~ 1 I . Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes ~ 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 roof or the top of a flat roof? (Building height measurement usually not to exceed 25 feet) Yes v"' 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 witli the IRC? 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 these 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 r.L" 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 appUcation for a buDding permit? The building permit application will not be accepted ~ut it. Yes ~~ No ____________ __ 21 . Will this be the only residential structure on the parcel? Yes , / No If no-Explain: _________ _ 22. Have two (2) complete sets of construction drawings been submitted with the application? Yes t/ 23. Do you understand that the minimum dimension a horne can be on a lot is 20ft. wide and 20ft. long? / Yes v No ------ 4 24. Have you designed or had this plan designed while considering building and other construction code requirements? Yes t/ No ____ _ 25 . Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Y~ ~ No __________ _ 26. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by thj;..Garfield County Building Department? Yes ~ No ------ 2 7. Do you understand that approval for d~ign and/or construction changes are required prior to the application of these changes? Yes bz:::= 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 peennnn§ii ? 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 7:30 a.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 wiJl 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 Pennit 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 Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department at 625-860 1. Yes ~ No __________ __ 34. Do you understand that you wi11 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 / 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 pennit 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 V:::: No (please check with the building department about this requirement) 37. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading . ? penrut. ~ Yes __ ....;;.~./' __ _ I hereby acknowledge that I have d, understand and answered these questions to the best of my abilit • Date Contact: Jerre Witt ~Tapestr Builders 250-3449 or 285-0398 Phone: (days); (evenings) Project Name: __ J.~/J....;C~...;;..L_L._...:::C==----------------- 21 Raptor Court Battleme nt Mesa Project Address: ___________________________ _ Notes : If you have answered "No" on any of the questions, you may be required to provide this information at the request of the Building Official prior to beginning the plan review process . Delays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application 6 may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review, delay in issuance of the permit or delay in proceeding with construction. BpminreqFeh2005 7 o I ' . PLAN REVIEW CHECKLIST Applicant ..=t"5 L L-L L Date 3 -30 ~ 01 Building ~Engineered Foundation ~riveway Permit durveyed Site Plan ~ptic Permit and Setbacks _6"radefTopography 30 % JL..Attach Residential Plan Review List JLMinimum Application Questionnaire ____L_subdivision Plat Notes ~Fire Department Review L Valuation Determination/Fees ~ Red Line Plans/Stamps/Sticker -t,.LAttach Conditions J.L..Application Signed .i.L'_Plan Reviewer To Sign Application -L,LParcel/Schedule No. ~ 40# Snow load Letter-Manf. Hms. _L_ Soils Report GENERAL NOTES: Planning/Zoning __ Property Line Setbacks ---t-GradefTopography 40% __ Subdivision Plat Notes r l " . . GRAND JUNCTION LINCOLN-DeVORE, Inc. GEOTECHNICAL ENGINEERS -GEOLOGISTS 1441 Motor St. Grand .Junction, CO 81505 Tapestry Builders P.O. Box6065 Battlement Mesa, CO 81636 Re: Subsurface Soils Exploration 21 Raptor Comt, Battlement Mesa, CO Gentlemen: April I 0, 2007 TEL: (970) 242-8%8 FAX: (970) 242-1561 As requested, Grand Junction Lincoln DeVore personnel completed a geotechnical exploratory program at the above-referenced site. Two shallow exploration pits were excavated by the client in the vicinity of the proposed butlding pad as shown on the attached sketch. Exploration Pit #1 was located generally south of the building envelope, and Pit #2 was located southeast of the building envelope. Both exploration pits encountered larger gravels and boulders. These exploration pits were excavated to a total depth of 7 and 8 feet. These exploration pits were logged and sampled by personnel of Orand Junction Lincoln DeVore on April3, 2007 . The purpose of these pits was to determine the types and character of the underlying soils and to relate these characteristics to the proposed foundation system. The following laboratory tests were performed on representative son samples to determine their relative engineering properties. ASTM D-2487 Soil Classification ASTM D--2435 One Dimensional Consolidation ASTM D-2937 In-Place Soil Density ASTM D-2216 Moisture Content of Soil Tests were performed in accordance with test methods of the American Society for Testing and Materials or other accepted standards. The~ of our laboratory tests are included in this report. The in-place soiJ density, moisture content, and the standard penetration test values are presented on the attached exploration pit logs. This letter contains general recommendations for construction of a residential foundation, but it is not a foundation design and cannot be used as such. Our conclusions and recommendations for this site are presented below. Excavation Obseryation: Grand Junction Lincoln DcV ore personnel should be contacted to observe the foundation soils after the excavation bas been completed and prior to placing forms or concrete. The purpose of this is to observe the type and condition of the foundation soils throughout the excavation. If the soils are found to differ from those encountered in our exploration pits, or if they appear to be unstable, additional recommendations may be required prior to construction of the foundations. r Tapestry Builders Subsmface Soils Exploration, 21 Raptor Court, Battlement Mesa, CO Apnl 10, 2007 Page 2 Soi I Classification: The soils on this site consist of an alluvial debris fan deposit which is quite thick and extremely stratified. This debris fan originates on the middle and upper slopes ofBattlement Mesa to the east/southeast along the Battlement Creek and Monument Gulch Drainages. The stratification within this debris fan feature ranges from silt, sandy silt, and silty clay in the finer portions, to gravelly silty clays to silty gravel, cobbles, and boulders in the coarser portions. Many strata of the finer-grained soils are oflow to very low density and exhibit compressible and metastable (collapsible) properties. Soil Type No. I was classified as a Sandy, Lean Clay (CL) under the Unified Classification System. The upper strata of these soils are white, being a caliche composed mostly of carbonate and some sulfate minerals. The caliche strata, if encountered in excavations, should be comp1etely broken up, moisture conditioned, and recompacted. The moisture content in the upper caliche area was found to be 22.6% to 25o/o, indicating a slightly moist soil considering the carbonate and sulfirtc minerals. Some of these upper soils may be suitable for use beneath foundations, slabs on grade, and landscaping purposes if the caliche materials are either removed or very well mixed with other Jess mineralized soils. This soil is plastic, and some strata are very sensitive to changes in moisture content If this soil is found in a relatively dry, medium dense condition, it may undergo slight expansion with the ently of small amounts of moisture. This material in the native condition will consolidate/collapse upon saturation or excessive loading. One dimensional consolidation tests using the consolidation apparatus ASTM D-2435 were performed on relatively undisturbed samples of the soil. Upon test saturation, a vecy slight collapse of0.17% was measured, with 1.65% consolidation occurring at an applied load of 2,050 psf. Upon further test loading, 3.68% consolidation occWTCd at an applied load of 4,100 psf.lfthese soils are overexcavated, water soaked, and reworked according to recommendations contained in this report, this coUapse potential should be mitigated. The maximum allowable bearing capacity for this reworked soil was found to be in excess of2,500 pst; with 250 psf minimum dead load pmsure recomtnGDded. The lower soils encountered on this site, designated Soil Type No. ll , were classified as a Poorly Graded Sandy, Silty Gravel with Small Boulders (GP-GM} of coarse-grained size under the Unified Classification System. Direct, in-place density detmninations could not be made due to the large amounts of gravels and boulders, but probing of these soils indicate that the soil is of medium density with some low density strata. The moisture content was found to be on the order of 5. 7 o/o, indicating a slightly damp soil. This soil is non- plastic, but some strata are vmy sensitive to clumges in moisture content. This soil will have virtually no tendency to expand upon the addition of moisture. Settlement of some strata of these soils may be significant, with some amounts of collapse being possible under the proposed foundation loads. If these soils are overexcavated, water soaked, and reworked according to recommendations contained in this report, this collapse potential should be mitigated. If the recommended allowable bearing values are DOt c:xceeded, and if all other recommendations are followed, ditfe~eutial movement will be within tolerable limits. At shallow foundation depths, this water soabd, reworbd, and compacted soil bas been found to lmve an average allowable bearing capacity of3,500 psf. In general, no minimum bearing has been required. Man-ronde Fill: The soils encountered in our test pits appear to be native to the site. All building foundations must penetrate any man-made fills present on the site at this time as well as any fills raulting from the excavation process. Careful examination of the open excavation will be necessary to determine the presence or absence of man-made fills. The open excavation must be examined prior to the placement of concrete to ensure that materials of proper design bearing capacity have been exposed and that no soft spots Tapesby Builders Subsurface Soils Exploration, 21 Raptor Court, Battlement Mesa, CO April 10, 2007 Page 3 or debris are present in the foundation area. A 24-hour notice is required for all field examinations to enable Grand Junction Lincoln DeVore to schedule personnel and provide service when needed. SoH Moisture Conditions: No free water was encountered during excavation on this site. In our opinion. the true free water surface is fairly deep in this area and hence should not affect construction. Seepage moisture may affect construction if surface drainage is not properly controlled. Foundation Tyoc Recommended: A properly designed foundation system of the standard cootinuous spread footing and stem wall type, based upon the above allowable soil bearing capacities, would be appropriate for use on this site. Use the foundation design for the proposed Cedar View Model previously issued by Grand Junction Lincoln DeVore, Inc. for this subdivision. The foundation system must be constructed in strict compliance with our plans and specifications, with no alterations or deviations allowed unless prior approval is first obtained from this office. Voids Beneath foundation Walls: Voids are not required for this foundation design. Reinforcing: The foundation sbal1 be reinforced as shown on the foundation design. No changes shall be made to this placement of reinforcing without written approval of the design engineer or architect. All foundation stemwalls should be designed as "grade beams" capable of spanning at least 12 feet Where the foundation stemwalls are relatively shallow in height, vertical reinforcing will not be necessary. However, in walls retaining soil in excess of 4 feet in height, vertical reinforcing may be necessary to resist the lateral pressures (restrained case) of the soils along the wall exterior. To aid in designing such vertical reinforcing, an equivalent fluid pressure (EFP) on the order of 45 pcf would be appropriate for the native soils. Floor Slabs: Non-structural floor slabs on grade, if any, should be positively separated from all structural portions of this building and allowed to float freely. Frequent scoring (control joints) of the slabs should be provided to allow for possible shrinkage cracking of the slab. These control joints should be placed to provide maximum slab areas of approximately 200 to 360 square feet Any man-made fill placed below floor slabs on grade should be compacted to a minimum of90% of its maximum modified proctor dry density (ASTM D-1557). These soils should be placed at a moisture content conducive to the required compaction (usually proctor optimum moisture content± 2%). Drainase and Grading: Adequate site drainage should be provided in the foundation area both during and after construction to prevent the pooding of water and the wetting or saturation of the subsurface soils. We recommend that the ground surface around the structure be graded so that surfiu:e water will be carried quickly away from the building. The minimum gradient within 10 feet of the building will depend on surface landscaping. We recommend that paved areas maintain a minimum gradient of 2% and that .• TapestJy Bwlders Subsurface Soils Exploration, 21 Raptor Court, Battlement Mesa, CO April 10, 2007 Page 4 landscaped areas maintain a minimum gradient of SOlo. It is further recommended that roof drain downspouts be carried at least 5 feet beyond all backfilled areas and discharge a minimum of 10 feet away fiom the structure. Proper discharge of roof draia dowaspouts may require the use of s•bsarface pipiag ia some areas. Under no circumstances should a "dry well discharge" be used on this site unless specifically sited by a geotechnical engineer. Planters, if any, should be constructed so that moisture is not allowed to seep into foundation areas or beneath slabs or pavements. The existing drainage on the site must either be maintained carefully or improved. We recommend that water be drained away from structures as rapidly as possible and not be allowed to stand or pond within 15 feet of the building or foundation. We recommend that water removed from one building not be directed onto the backfill areas of adjacent buildings. Should an automatic lawn irrigation system be used on this site, we recommend tbat the sprinkler heads, irrigation piping, and valves be installed no less than 5 feet from the building. In addition, these heads should be adjusted so that spray from the system does not filii onto the walls of the building, and that such water does not excessively wet the backfill soils. It is recommended that lawn and landscaping irrigation be reasonably limited so as to prevent undesirable saturation of subsurface soils or backfilled areas. Several methods of irrigation water control are possible, to include, but not be limited to: • Metering the irrigation water. • Sizing the irrigation distribution service piping to limit onsite water usage. • Encourage efficient landscaping practices. • Enforcing reasonable limits on the size ofhigh water usage landscaping within 5 feet of the building or foundation. • Incorporating "xeriscaping" landscaping and irrigation techniques. A plastic membrane placed on any crawlspace ground surfaces may retain/trap excessive amounts of water beneath the membrane. If future moisture problems develop or are anticipated, the foundation design engineer or the geotechnical engineer may require that the membrane be partially or completely removed from the crawlspace area. Provided that all recommendations found herein pertaining to site surface drainage, grading, and soil compaction are closely followed, a perimeter foundation drain would not be required. For fully finished basements, however, the use of a perimeter foundation drain would significantly n=ducc potential moisture related problems which can arise from subsequent area development Backfill: To reduce settlement and aid in keeping water from reaching beneath this building. all backfill around this building should be mecbanically compacted to a minimum of 90% of its maximum modified proctor dry density (ASTM D-1557). The only exception to this would be the components of the perimeter foundation drain, if any. All backfill should be composed of the native soils and should not be placed by soaking, jetting or puddling. All backfill placed in utility trenches around this structure or below foundation walls should be mecbanically compacted to a minimum of9()0/o of its maximum modified proctor I Tapestry Builders Subsurface Soils Exploration, 21 Raptor Court, Battlement Mesa, CO April 10, 2007 Page 5 dry density (ASTM D-1557). These soils should be placed at a moisture content conducive to the required compaction (usually proctor optimum content± 2% ). Cement Type: Type ~ Type I-11, or TypeD-V cement is recommended for all concrete in contact with the soils on this site. Calcium chloride should not be added to a Type~ Type I-II, or TypeD-V cement under any circumstances. Remarks: We recommend that the bottoms of all foundation components rest a minimum of 3 feet below finished grade or as required by the local building codes. Foundation components must not be placed on frozen soils. Senate BilJ 13 CCRS 6-6.5-1 OU Discussion: This particular residence is being constructed on foundation soils that do not possess a "significant potential for expansion." We recommend that the owner receive a copy of this summary report of our soil analysis and site recommendations. Limitations: This report is issued with the understanding that it is the responsibility of the owner or his representative to ensure that the information and recommendations contained herein are brought to the attention of the architect and engineer for the project and are incorporated into the plans. In addition, it is his responsibility to ensure that the necessary steps are taken to see that the contractor and his subcontractors carry out these recommendations during construction. The findings of this report are valid as of the present date. However, changes in the conditions of a property can occur with the passage of time, whether they be due to natural processes or the works of man on this or adjacent properties. In addition, changes in acceptable or appropriate standards may occur or may result from legislation or the broadening of engineering knowledge. Accordingly, the findings of this report may be invalid, wholly or partially, by changes outside our control. Therefore, this report is subject to review and should not be relied upon after a period of three years. The recommendations of this report pertain only to the site investigated and are based on the assumption that the soil conditions do not deviate from those described in this report. If any variations or undesirable conditions are encountered during construction, or iftbe proposed construction will differ from that planned on the day of this report, Grand Junction Lincoln DeVore should be notified so that supplemental recommendations can be provided, if appropriate. • Tapestry Builders Subsmface Soils Exploratio~ 21 Raptor Court, Battlement Mesa, CO April 10, 2007 Page 6 Grand Junction Lincoln DeVore makes no warranty, either expressed or implied, as to the findings, recommendations, specifications or professional advice, except that they were prepared in accordance with generally accepted professional engineering practices in the field of geotechnical engineering. Respectfully submitted, GRAND JUNCTION LINCOLN DeVORE, INC. by: Principal Engineer GILD Job #92909-GJ .- .~ ·-- ·: :-. EAGLES POINT ARCHITECTURAL COMMITIEE APPLICATION & CHECKLIST (for New Home Construction projects) ~ ~ Ho~o~r: JBC, LLC Tanya Green-Nieslanik and Michelle James, Managers Ho~NfuilmgAdme~: 930 Grand Ave. Glenwood Springs, CO 81601 Home Phone: Work Phone (if desired): _9.::..4..:..;5.::..-...:1:....::0::....:1:....:0:...._ ______ _ ProjectAdme~: 21 Raptor Court Lot: 17 Block:_...._l_Subdivision:Eagles Paint Production Home PJanName (if applicable): ____:N:.:....!I:...:.A:....... ________________ _ Ho~~er. Tapestry Builders, LLC B~~~A~: P 0 Box 6065 Battlement Mesa CO 81636 Business Phone: 28 5-0 3 98 Fax(ifdesired): _2_8_5_-_7_5_9_6 _________ _ Submittal Date: 0 3 I 16 I 0 7 Estimated Start Date: 0 4 I 2 0 I 0 7 Estimated Completion Date: 0 9 I 0 7 SUBMITTAL REQUIREMENtS: Two Copies each of items 1, 2 & 4 need to be submitted. (Check-off items attached to the Application. Fill in spaces as indicated.) X 1. Site Plan Drawing {I" = 1 0' or 1" = 20' scale) with the following information shown: X X X X n/a X X X n/a Lot, Block & Subdivision name. Street Address ofProject. Building Setback Lines (also fill-in the shortest distance between property line to the exterior wall closest to that property line). Please be aware that all Building Setback L4tes are taken from your Property Line Pins!! Your Property Line is NOT tbe Curb Line!! Front Setback: Left Side Setback: Right Side Setback: Rear Setback: Utility Easements. Dwelling Unit 39.76' 18' 22.18' 33.57' 55' Clear Site-Line at Intersection Comer Lots. Site Grading Elevations & Drainage. Garage 25 .34' 18' First (main) Floor Height in relation to top of street curb at front-center oflot. Driveways (including width of driveway). Walkways, Patios, etc. Outbuildings. Page 2 of 6 / X X I ' X X n/a X X X X X X X X 2 . Architectural Drawings ( 1/4" = 1' or 1/8 11 = I' scale) with the following information shown Floor Plan(s) with overall dimensions (fill-in the following square foot areas). First Floor Finished Living Area: Second Floor Fin ished Living Area: Lower Floor Finished Living Area: Total Finished Living Area: Total Unfinished Living Area: Garage Area: __ 1_6_0_7_square feet ---::-..,...,..-·square feet _""0'1"!!"9...,.3'""1_square feet __ 2_5_3_B_square feet _1_4_. l __ square feet 550 ______ square feet Building Elevations Plans indicating doors, windows, exterior materials, building height, roof pitch, roof-mounted evaporative coolers, etc. (fill-in maximum height below). Maximum building height to highest ridge line or building structural projection d. I' f 11 feet above top of street curb at front-center of your Jot. Engineered (stamped) Foundation Plan. Outbuildings indicating dimensions, elevations and overall height to ridge line. 3 . Exterior Materials (fill-in the selections below): RoofingMaterial:30 yr. Architectural Color: T 6 D .Jityle Comp~sit~on Sn~ngles·-------------- Primary St tng Matena : -Stuc.c.o.______________ Color : Accent Siding Material: _s_t_u_c_c_o _____ Color: ----------- Trim Material : MIRATEC Hardboard Color : Mas~nryMaterial : Cultured Stone StuccoMaterials: Hard-Cote Systea Color: ____ ~------ Color: __________ _ Front Door Material: Fiberglass, insulat~]or: -----------------GarageDoorMaterial: Steel, insulated Color: __________ _ Color sample needs to be at least 5" x 6". Stucco color should be on stucco sample with texture. COLOR SAMPLE COLOR SAMPLE COLOR SAMPLE COLOR SAMPLE COLOR SAMPLE COLOR SAMPLE Adopted and Effective Deeanba' 20, 2005 / I , . X 4. Landscape/Irrigation Plans with the foUowing information: f Planting Plan (indicate areas ofirrlgated lawn, tree placcmeDt, 'lbnlb beds. poUnd cover. etc.). Plant Material listing by species oftrees, shrubs and grasses. Groundcover Material with weed control barrier. Fences . Other Landscape Improvements (decks, site lighting, flag poles, etc.). 5. Variance Request (if applicable) Give details below ; 6. Residential Construction Monetary Deposit ; on file with ARB IJW e hereby acknowledge and understand that our failure to complete Home ConstnJction, Improvement Projects or Landscaping Construction within the time constraints noted in Conditions 2. & 3. On Page 6 of thb Application will result in a Notice and Opportunity for a Hearing before the BMSA Board of Directors. Ifi/We are found in violation of these Conditions at the Hearing it will result in a fine to the Owner of not Jess than $500.00 per month for each full month in excess of the allotted completion time frame. I/We hereby acknowledge that Home Construction or Improvement Project5 or Landscape Construction features which are built in non-conformance with this full application, including the Conditions of Approval noted on Page 6 of 6 herein, I/We will be cited by the BMSA/AC in written citation form at the time of discovery. In extenuating circumstances a Variance may be requested from the BMSA/AC, provided such Variance request item is within the purview and approval jurisdiction ofthe BMSA/A'C. If a Variance is not granted by the BMSA/AC and if the Non-Conforming Item5 are not corrected within 60 days after the date of written citation, IJW e will be served Notice of a Hearing before the BMSA Board ofDirecton, and ifVWe are found in violation of these Non-Conforming Items at the HeariDg UWe will be fined a minimum of SSOO.OO per Non-Conforming Item. Notwithstanding the foregoing, UW e acknowledge that the BMSA Board ofDirec:ton and/or Architectural Committee may pursue any legal remedy available iD the event of a non-compliance. Page 4 of 6 / / . . AS PER THE ARCHITECTURAL ST ANDARDS,PLEASE INDICATE THE FOLLOWING POINTS ON THE PLOT PLAN AND BELOW: ELEVATIONS AT EACH CORNER OF THE LOT. LOCATION. 1. ~ (~ f ( 't. t f {..t;rY f\..l..-("' 2. F., ;)v.. f R ; J l f Co<~ v- 3. {$4 c. k I-t~+-cot' 1'\ t r 4. IS" c.-L~ R ;J h f c ,, v-N. v- 5. 6.-THE IDGH POINT OF TiiE LOT. 7.-THE LOW POINT OF TiiE LOT. 8.-HEIGHT OF GARAGE FLOOR 9.-HEIGHT OF HOUSE MAIN FLOOR ELEV ATIQN ( FEET ) .J.Q_o, 0 _:/_~. t; _?_9... {g & 'S__~ ~~ /OJ.~ _r_ 8', ~f.t j_Q).8 f_(}_lj. 0 10.-HEIGHT OF ROOF ABOVE FOUNDATION. 18 ( MAXIMUM--35 FEET ) I (; {, 11.-HEIGHT OF ROOF ABOVE CENlER OF THE MID CURB. (MAXIMUM-· 29 FEET} J._j_ 7 12.--DRAINAGE FLOW LINES ON TIIE PLOT PLAN. 5/12 13.-ROOF PITCHES.-------1.---------- 6/12 2.----------- 3.--------- 4.---------- 15.-SQUARE FEET OF LIVING SPACE. 2538 MAR-02-2007 FRI 04:00 PH VICKI LEE GREEN REALTORS FAX NO. 9709452593 P. 02 • , , t lo":ailun to pay naes levied as detcnaiatd allla• Huri•t 1n.y abo rault ia a Llea belac phlced 011 your 1"roperl)' or Uti1alloa Proee~~ laidated by tbt BMSA Beard oCDirecton ro secure coulonDaDce with Ibis fuU Appllcatioa aad 111 reapectin Coadldo .. OIAppro"aL IIWe uadcnlaad thatAn:IIJtedaniCa .. tuee •ppronl does aot coDStitu re approval oft he focal bu ildiag departmmt, dniuc£ desica or lfnctvrwl aouadaes~t aor dou it collJtitut• a1s11nace tbat 1be plaa.s CDaJply with aU appUcable cedas, repbdn1, ordlauea :~ad Jaws. 1/Wc farther acloaowledc• tllat • ., tabrcqucat field cllaaca wbicb 1/We ~~~~ desire to tile Horae Coastrudioa or Impnwaaan Projecta oft lUI ol'fllaal AppBcatloa Subm.itul•ad Cbe oripul CoDdilio..a of Approval issued bJ tbe BMSAIAC 1riD teqllln 111 add.itioaal Revised .AppUQtioa SabllliHal oa. OW" beba~ lid tbat IIW• wm aDt proceed ...... aat nb.eqaoat &cld daaD&CI uadJ • Jb,lbcd Coa.dldoas o{ Appro.tl baYo b-. illued to •• II)' daa BMSAIAC. .. Builder'• Siplture: ~l~on~t~A~G~r~e~enn~-~M=ir•rsl~a=n~i~k~--~~----------------------Manaller. JBC 1 LLC Page 5 of 6 / I I • This portion of the Application Fonn is to be completed by the Architectural Committee {not the Applicant). CONDITIONS OF APPROVAL or DISAPPRQV AL I. No sitework or building construction may proceed on any Lot (including no preliminary site clearing, grubbing, grade alteration, storing of material, foundation excavation, extension ofWlderground utilities, etc.) until the Project bas received a Project approval from the Architectural Committee and has been issued a Building Permit (as required by Garfield County for new horne or Renovation projects). 2. All general building and site improvements construction for any Project shall be completed and shall have issued a Certificate of Occupancy from the Garfield County Building Department no later than one (l) year after the issuance date of this Architectural Committee Approval. 3. The complete landscaping and revegetation of the improved Lot, to specifically include the front. side and ~yard areas, shall be completed no later than six (6) months from the date of the Certificate of Occupancy. · 4. If the selection of colors and /or landscaping plans are not included with this application they must be submitted for approval before any action is taken to install the missing items. 5. 6. 7. Application Denied (Initials of Architectural Committee Members): By: Applicatioa Denied for rea.son(s) stated above: Completion Date Required By Archi~cturat Committee t4r~t+ o&C ; I ByC~: -----------------------------------Date:-------- Page 6 of 6 Battl ement Mesa Metro Consolidated Metro Ostnct 03 38 OS p m 02-28·2007 9702859631 - • I • CONSOUDATED METROPOLITAN DISTRICT 1119 T,\i\1.\RISK l'R.\IL I P.< l. BOX 6116 I nA1TJ.EMENT ~fi~SA. CO I:U6 .~6 (9711) 2H5-'Jf)5U I F.-\X (970) 285 -%11 EQR TAP FEE CALCULATION Clo•lna Date: December 29, 2006 Service Addl"!!f: 21 Raptor Court Subdivision: Eagle's Point Buyer: JBC, LLC Seller; Battlement Mesa Land & Development Company, LLC Calculation By~)._J WC)(S}o (,--e Darwhon Montover Water Tap Fee Sewer Tap Fee 1 EQR Water & Sewer Tap Fees Paid Totlf Fm Due •net Pauble Upon Clotlna ApprocatJonApproved By: ~ ~ Sin~ = = = $3,000.00 $2,000.00 IS.OOO.OQ PleaH Remit Payment To: Conaolldabtd Metropolitan 018trict POBox8111 Battlement Meu, CO 81838 "NOTE: We af•o nHd • copy of the dHd for this property after clo.lng. 1 /1 I ... EEEE;IN1IN; HJ ~H"J BHJ l i i i I i I f L J I .... p ' EEEE;IN1IN; IT rT sa$~' ~:; ~t u i I i I ! i I i I I I I I i I i I G' -... L /:: L _"\, ~ v ~ L~~ r-~ I~ ~ ~~ "'I ~ . .J J Dec 12 07 08:22a WittfT apes try 9702857596 ~IU.o!~-~~ Uec 11 Uf Ut:i:l1p UAVIU VVt:J::iLt: 'f t:LI:~ I Kilo;, I IIJspection Report COLORADO STATE ELECTRICAL BOARD INSPECTION REPORT I CORRECTION NOTICE p.2 p:. !'age 1 ort II Date Received: 16-NOV-o7 Permit Number. 617216 II Contractor/HomeOwner: Address: Type of Inspection: Action: Comments or Con'ections: Inspectors Name; Cliff Owens Phone Number: (970} 248-7044 DAVID WESLEY ELECTRIC 21 Raptor Ct. Fmal Accepted Date: 1 ~NOV-07 COLORADO STATE. ELECTRICAL BOARD DEPARTMENT OF REGULATORY AGENCIES 1580 Logan Sl Suite 550 Denver, Colorado 80203-1941 Phone: (303) 894-2985 httpS:I/www.dora.state.co.uslplslreali.Ep_ Wcb_IDspection_ GUI.Process_Page 12111noo7 COUNTY OF GARFIELD • BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at .??./ ~ ~ Permit No. __.._/0;::;........<.71_'1+-z-'-------------- I have this day inspected this structure and these premises and found the following corrections needed: !)~VIA.~~~ ~J4-o/~ :L)~d~ 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-/3"07 20 ___ _ Building Inspector ~ Phone (970) 945-8212 No. ~/tft.:.......;... ::...-,.Ytj __ _ Assessor's Parcel Nrd'/Of-/8/-/HJ/ 1- Date tf~3o;J BUILDING ,PERMIT CARD . Job Address )I tfbl/20£ {bv£f ~k M/7 ~~/l.sJJ. Owner .. rnc 4lC AddressflYO~Ate (JtlJ.J Phone 11Cl/5-JtJ/0 Contractor ~ ~UI/clel!s Address.Q4< ~GS Jj.!f Phone 11)3S-()$CJ8 Setba~ks: Front _____ Rear RH LH :S/F ~eJ/.di,+.Ce ---------------,-Zoning ____ _ INSPECTIONS ' llXTilRIOR Addreas No.------------- Drainage ------------- DacQ.aupport l clearance to wood ------ Dec:lcs-lllirs l rills ---------- Exterior locka ------------ Fiuhing around doors & windows ------ Insect screens ------------ INTERIOR GARAGE Fire wall separatlon ----------- SeMce d001'11·1~" min.--------- Door (20 min.) w/auto closer·1 ~" min.----- Mach . equip . 18" above floor -------- No opening Into sleeping area _______ _ BASEMENT-CRAWL AREA ACCHII -------------- Inaulation -------------HeldroOm/Stalrs __________ _ Ventilation ------------- Other -------------- NOTES FINAL CHECKLIST MECHANICAL ROOM Boller __________ _ Hoi water ---------- F.A. gaaloii---------- Fioor drain _________ _ Clearanc•---------- Air con. system--------- Hot water heater -------- Combust ion air ________ _ Gas piping , valves _______ _ LPG Drain ---------- FIREPLACE/STOVE Clearance to combuttlbles _____ _ Termination of chlmney·------ Combustlon air ________ _ Hearth (12" or 20" on si des) ----- Glass doors ---------- Certified by : _________ _ REMARKS (continue on back) STAIRWAYS . Hndroom (8 '8") --------- Railing & guardralla --------Width __ __,_ ________ _ Rite & run ----------- KITCHEN CIHI'InCI above grtll _______ _ Exhauet fan __________ _ Broiler exhaust (1 hr. chas•l ------ BEDAOOMS Egress ------------ Smoke detector ---------- BATHROOMS Exhaust fan ----------- Shatterproof glass --------- OTHER . • Parcel Detail Page 1 of3 , Garfield County Assessor/Treasurer Parcel Detail Information Assessor/Treasure r P roP-eny--.S.earch I Assessor Subset Query I Assessor Sales Search Clerk & Recorder ReceP-tion Search Basic Building Characteristics I Tax Information Parcel Detail I Value Detail Sales Detail I Residential/Commercial ImP-rovement Detail Land Detail I Photogranhs I Tax Area II Account Number II Parcel Number II Mill Levy I I 080 II R042181 II 240718111017 II 39.826 I Owner Name and Mailing Address lmc, LLC I 1930 GRAND AVE I !GLENWOOD SPRINGS, CO 81601 I Legal Description lsECT,TWN,RNG: 17-7-95 SUB:FIRST !EAGLES POINT LOT: 17 PRE:R770006 IBK:0735 PG:Ol42 BK:0601 PG:0658 IBK:1879 PG:637 RECPT:714372 BK:1879 IPG:627 RECPT:714368 BK:1763 PG:42 IRECPT:690211 BK: 1624 PG:286 IRECPT:660189 BK:1703 PG:330 IRECPT:677438 BK: 1703 PG:327 IRECPT:677437 BK: 1668 PG:443 IRECPT:669853 BK: 1650 PG:358 IRECPT:665807 BK: 1650 PG:355 IRECPT:665806 BK: 1636 PG:378 IRECPT:662798 BK: 1624 PG:389 IRECPT:660193 BK:1624 PG:306 IRECPT:660 192 BK: 1624 PG:288 IRECPT:660190 BK:1615 PG:504 http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=240718111 017 4119/2007 • Parcel Detail ' IRECPT:658359 BK: 1604 PG:906 l IRECPT:655941 BK:1575 PG:7 IRECPT:649590 BK: 1575 PG: 11 IRECPT:649591 BK:0780 PG:0729 IBK:0780 PG:0722 BK:0780 PG:0718 IBK:0773 PG:0475 BK:0769 PG:0647 IBK:0769 PG:0643 BK:0769 PG:0639 !BK:0769 PG:0518 BK:0729 PG:0231 Location Physical Address: 1121 RAPTOR CT PARACHUTE Subdivision: I!FIRST EAGLES POINT Land Acres: llo Land Sq Ft: 1112,555 Section II Township II Range 17 II 7 II 95 Property Tax Valuation Information Actual Value II Assessed Value I Land: 16,27011 4,7201 Improvements: 011 ol Total: 16,27011 4,7201 Sale Date: 1112/29/2006 Sale Price: ]169,800 Basic Building Characteristics Number of Residential lo I Buildings: Number of Commllnd lo I Buildings: No Building Records Found Tax Information I Tax Year IJ Transaction Type II Amount II II II http://www .garcoact.com/assessor/parcel.asp?ParcelNumber=240718111 017 Page 2 of3 4/19/2007 ,• Parcel Detail \ I 2006 II Tax Amount II $187.961 I 2005 II Tax Payment: Whole II ($29.50)1 I 2005 II Tax Amount II $29.501 Top of Page Assessor Database Search Options I Treasurer Database Search Options Clerk & Recorder Database Search Options 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 GoQq T!,!rn ~Software. http://www .garcoact.com/assessor/parcel.asp ?ParcelN umber=240718111 017 4/19/2007