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HomeMy WebLinkAboutApplication-PermitGARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8" Street, Suit. 401, Glenwood Springs, CD 81601 Phones 970A45-8714 ! ram 970-384-3470 f Inepeodm, Line: 970-384-5003 /y Permit No: Parcel/Schedule No:)IQ 7/7 // 3 7 6 y`c2 /96 moo` 9 %�La i))%l 1 I� Cc Job Address: VVV /// I Lot No: A32 Bioc No.lietc Subd. Exemption: 1 . _ OwOwner:Addreseq/lO 7AML+1S ISU11%�i11� _; ° IVAM.Sp. tom` rFk;lp KGo- 7 Tr Address: 7V 2 ' nizo.e:_ c c' i AarriEL6,62 gb: ° 3-/; 3-4'7 06 63 44)4/? j littgc, Wk Ph: Lic. No. •I Qoatr tor: p0 f 1i" h Y f f firl Q 4 ,a/( Are Rex /'E Rinser: Address.>i/7o ✓" pm& J Ph. -7 /�'yp Cli PI Lie. No. Sq. Ft. of Building: Sq. Ft. of Lot: 1 • —, Height: r T . Noof Floors: +: Use of Building: 7..,(,..,..._; f S 7 Describe Work: Gr 1} 1� , , s. , . Class of Work: $f New U] Alteration o R ve / \ Addition 2 Move `Itl 1Y Be:Double -- Carport: LI Single '7 Double ` Permit L I On -Site Sewage r 'T Disposal Site Man 11 Valuation of Work: $ Adjusted Valuations: I zoi 722 12 Special C6 / ondie : - _ , , () r! / � r� �C �Q ' max+-(l..lLt(.�� a /! ` 1 11.3 CE A ISUEDBYEMSTTEO CPOLORADO.M rr IS REQUIRED AND MUST BE ISSUED BY THE STATE OR COLORADO. MIS PERMIT BECOMES NULL AND VOR) 1P WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHLN 180 DAYS, OR, IR CONSTRUCTION OR WORK 11 SUSPENDED OR ABANDONED FORA PERIOD OF 180 DAYS AT ANY TIME AFTER WORK 1S COMMENCED. 1 HEREBY CERTIFY 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 COMPLETED WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OFA PERM IT DOES NOT PRESUME 70 GIVE A rraoa W TO VIOIATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW : GULATING co STRUCTION OR 5 PERFORMANCE OFO SON, Ian Check Fee: 1,0/7, 2� Permit Fee: 1 4I y?5. Total Fee: ZCroup' a 2 a ( 7 Dated erinit Issued: oc Conat. Type: ,f/Ly`�(�'s Zoning: Setbacks: Manu. Nvme: - ISDS No. &Fee: L 'R e, ` [}AIL _ 116'ip:wi. f p t Prr • PiNG.0 F . -/ - APPA, /DATE APPROVAL/DA'1Y G to / U\) 4-1 AGREEMENT PERMISSION 18 HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OP 7 CONTRACTOR OR OWNER 70 CONSTRUCT THE STRUCTURE AS DETAILED ON PIANS AND SPECIFICATIONS SUBIC t IBD 7A AND REVIEWED BY THE BUILDING DEPARTMENT, IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH AIL BUILDING COMB AND LAND USE REOUTATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN LN 3028.201 CRS AS AMENDED. 711E SIGNER FURTHER AGREES THAT 1F THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WHT{ IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM Til E COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OP A PERMT BASED UPON PIANS. SPECIFICATIONS AND OTHER DATA SHALL 507 PREVE ••NPTHE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE. CORRECTION OP ERRORS IN SAID PIANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN 15 VIOLATION OF THS CODE ORANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTION CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLrES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSI BILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIPICIALLY WITH THE ARTICTECT, 0510NER, BUILDER, AND OWNER. COMMENTS ARE INTENDED 70 BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. 1 HEREBY ACKNOWLEDGE TIIAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL,): Ciz ( 00 sti 00, (D. (0 (f-770 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 roofa 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,, S. All steps 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; S. A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, and/or State Agencies where applicable. A CERTIFICATE OF OCCUPANCY 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 oecupanc use and1he issuance of a Certificate of Occupancy for the dwelling under building pennit n,7 X --,/,,;iv Signature Date Bpappl icati onfeb2006 Applicant Address Date VALUATION/FEE DETERMINATION Finished (Livable Area): Main Upper Lower Other 711 Subdivision ( P144(4- Lot/Block L tLot/Block 3 z, Contractor Total Square Feet 23 Valuation 7 Basement: Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Crawl Space: Valuation Valuation Decks/Patios: Covered Valuation Open Valuation 431 1 !422.1 ? ke-� qo r 24 Total Valuation 177 21041 6 214,0 an 71z . 44 FiesT �fIGLEs SvB,61Yi573/0 Z-074 3a GARFIELD COUNTY BUILDING AND PLANNING ei� 3r�. 970-945-8212 MINIMUM APPLICATION REQUIREMENTS For SINGLE FAMILY DWELLING CONSTRUCTION Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. Other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Applicants are required to indicate appropriately and to submit the completed checklist at time of application for a permit. Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line and original grade. A section showing in detail, from the bottom of the footing to the top of the roof, including re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house -rap, (which is required), siding or any approved building material. Engineered foundations may be required. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. wind speed, wind exposure B or C, and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IRC. 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 thenvelope. 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 corner lot. Special setbacks do apply. Yes �( 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 pro erties), 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 reinforcinsteel in accordance with the !RC 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 of ventilation openings for the attic, roof joist spaces and soffits? Yes 8. Do the plans include design Toads 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 Toads and wind loads? Yes 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? 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 1 . Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes i2. 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 agable or shed roof or the top of a flat ropf? (Building height measurement usually not to exceed 25 feet) Yes 13. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase Il certifications or phase 11 EPA certification? Yes No 3 i4. Does the plan include a masonry fireplace including afireplace section indicating design to comply with 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 V 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 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 acceptewithout it. Yes Y No 21. Will this be thg 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 23. Do you understand that the minimum dimension a home can be on a lot is 20ft.wide and 20ft. long? Yes No 4 24. Have you designed or had this plan designed while considering building and other construction code requirements? Yes Y No 25. Do your plans comply with all zoning rules and regulations in the County related to your properties ripe district? Yes No 26. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by Garfield County Building Department? Yes No 27. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes V 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 Pee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your building p rmit? 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 3:30 p.m. Monday through Friday. Inspections are to be called i 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 Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department at 625-8601. Yes No 34. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required at time of applicable inspection. Yes Y No 35. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Schedule Number for the lot you are applying for this permit on prior to submittal of a building permit application? Your attention in this is appreciated. Yes No 36. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes No (please check with the building department about this requirement) 37. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading permit? Yes I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. Signature of Owner Phone: 3o3- 9• etc ,3 (days); Project Name:_. - Date ,36 4 7- ,25 (evenings) %,11-6levi-OL4 kb-A-k-TLAA&A PA PA 1 .' 3 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 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. BpminreqFeb2005 7 PLAN REVIEW CHECKLIST Applicant 14.A.44rwp Date lD ` (9e atO Building Engineered Foundation il'I ,Driveway Permit ✓Surveyed Site Plan Septic Permit and Setbacks Grade/Topography 30% Attach Residential Plan Review List Y'nimum Application Questionnaire Subdivision Plat Notes 4.1. Fire Department Review (//aluation Determination/Fees Red Line Plans/Stamp s/Sticker .../Atach Conditions ✓ Application Signed alan Reviewer To Sign Application I./Parcel/Schedule No. 0.40# Snowload Letter- Manf. Hms. Soils Report GENERAL NOTES: Planning/Zoning Property Line Set acks 30ft Stream S. backs Flood Pia' Buildi+g Height Zo ng Sign -off oad Impact Fees HOA/DRC Approval Grade/Topography 40% Planning Issues Subdivision Plat Notes F4E.P'NOltr1- . :n,.°:, AK cr•:or}.,.(:[11,. c December 30. 2005 Tim Perry 7422 South Telluride Circle Foxfield, Colorado 80016 Job No.106 0077 Subject: Subsoil Study for Foundation Design, Proposed Residence, Lot 32, Eagles Point at Battlement Mesa, Talon Trail. Battlement Mesa, Colorado. Dear Mr. Perry: As requested, I-lepworth-Pawlak Geotechnical. Inc. performed a subsoil study for design of foundations at the subject site. The study was conducted in accordance with our agreement for geotechnical engineering services to you dated December 9, 2005. The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered are presented in this report. I-Iepworth-Pawlak Geotechnical, Inc. previously performed a preliminary geotechnical study for development of the subdivision and presented our findings in a report dated November 21, 2003, Job No. 103 680. Proposed Construction: The proposed residence will be a two story wood frame structure with an attached garage located in the building envelope shown on Figure 1. Ground floor will be structural over a crawlspace for the residence and slab -on -grade in the garage. Cut depths are expected to be up to about 3 feet. Foundation loadings for this type of construction are assumed to be relatively light and typical of the proposed type of construction. If building conditions or foundation loadings are significantly different from those described above, we should be notified to re-evaluate the recommendations presented in this report. Site Conditions: The site was vacant at the time of our field exploration. The ground surface on the lot is relatively flat. The vegetation has been removed from the lot. Subsurface Conditions: The subsurface conditions at the site were evaluated by excavating two exploratory pits at the approximate locations shown on Figure 1. The logs of the pits are presented on Figure 2. The subsoils encountered, below about 1 to 11/2 feet of topsoil and 21/2 to 3 feet of medium stiff to stiff sandy clay and silt, consist of .�_ 'relatively dense, basalt gravel. cobbles and boulders in a sandy silt to sandy clay matrix to the pit depths of 5 feet. Results of swell -consolidation testing performed on a relatively undisturbed sample of the clay. presented on Figure 3. indicate low to moderate compressibility under conditions of loading and wetting. No free water was observed in the pits at the tirne of excavation and the soils were slightly moist to moist. Foundation Recommendations: Considering the subsoil conditions encountered in the exploratory pits and the nature of the proposed construction, we recommend spread footings placed on the undisturbed natural soil designed for an allowable soil bearing pressure of 1,500 psf for support of the proposed residence. The clay soils in the area tend to have variable settlement'heave potential when wetted and there could be some post - construction foundation movement. Bearing entirely on the basalt rock soils will help mitigate potential heave or settlement of the clay soils. The settlement/heave potential should be further evaluated at the time of construction. Footings should be a minimum width of 18 inches for continuous walls and 2 feet for columns. Loose and disturbed soils encountered at the foundation bearing level within the excavation should be removed and the footing hearing level extended down to the undisturbed natural soils. Voids created by the removal of large rocks should be backfilled with compacted sand and gravel, such as road base, or with concrete. Exterior footings should he provided with adequate cover above their bearing elevations for frost protection. Placement of footings at least 36 inches below the exterior grade is typically used in this area. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 12 feet. Foundation walls acting as retaining structures should be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at least 50 pcf for the on-site soil, excluding vegetation, topsoil or oversized rock, as backfill. Floor Slabs: The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab -on -grade construction. The clay soils have variable settlement/heave potential which could result in some slab movement if the bearing soils become wetted. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A minimurn 4 inch layer of free -draining gravel should be placed beneath basement level slabs to facilitate drainage. This material should consist of minus 2 inch aggregate with less than 50% passing the No. 4 sieve and less than 2% passing the No. 200 sieve. Job No.106 0077 - , - All fill materials for support of floor slabs should be compacted to at least 95% of maximum standard Proctor density at a moisture content near optimum. Required fill can consist of the on-site soils devoid of vegetation, topsoil and oversized rock. Surface Drainage: The following drainage precautions should be observed during construction and maintained at all times after the residence has been completed: 1) Inundation of the foundation excavations and underslab areas should be avoided during construction. Drying could increase the expansion potential of the clay soils. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 6 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in pavement and walkway areas. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. 5) Irrigation sprinkler heads and landscaping which requires regular heavy irrigation, such as sod, should be located at least 5 feet from foundation walls. Limitations: This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either express or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory pits excavated at the locations indicated on Figure 1 and to the depths shown on Figure 2, the proposed type of construction, and our experience in the area. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. if the client is concerned about MOBC, then a professional in this special field of practice should be consulted. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory pits and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report, we should be notified at once so re-evaluation of the recommendations may be made. Joh No.10( 0077 C 1Stectl -4 - This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves. we should provide continued consultation and field services during construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recommendations presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical engineer. If you have any questions or if we may he of further assistance, please let us know. Respectfully Submitted, HEPWORTH - PAWLAK GEOTECHNICAL. INC. ir".." ,..' -1,0.4 • DA .. ril, 011 rf'3fU$,, I S o4 '.� #+ .,., I `tea i F°....,......;ca s t1tii/OVAL .G. Jordy Z. Adamson. Jr., Reviewed by: Steven L. Pawlak. P.E. JZA/ksw attachments Figure 1 — Location of Exploratory Pits Figure 2 — Logs of Exploratory Pits Figure 3 — Swell -Consolidation Test Results Table 1 -- Summary of Laboratory Test Results Job N o. l 06 0077 LOT 31 r 1 1 1 1 1 BUILDING SETBACK LINES 1 1 1 1 PIT 2 • 106 0077 Nepwworth-Powlok Gsotechnfcal PIT 1 ■ LOT 3? TALON TRAIL APPROXIMATE SCALE 1" = 20' LOCATION OF EXPLORATORY PITS LOT 33 Figure 1 L.�.. 10 LEGEND; HT 1 WC -27,8 DD=82 LOT 32 PIT 2 WC :-12.2 DD= 83 -200-=64 TOPSOIL; sandy silt and clay, organics, firm, slightly most, brown. I —7 NOTES: CLAY AND SILT (CL -ML); sandy, medium stiff, slightly moist to moist; white, highly calcareous. 10 BASALT FRAGMENTS (GM -GC); in a sandy silt to sandy clay matrix, with cobbles and boulders, dense, slightly moist, brown, slightly calareous. 2" Diameter hand driven liner sample. Disturbed bulk sample. 1. Exploratory pits were excavated on December 21, 2005 with a trackhoe. 2. Locations of exploratory pits were measured approximately by pacing from features shown on the site plan provided, 3. Elevations of exploratory pits were not measured and the logs of exploratory pits are drawn to depth. 4. The exploratory pit locations should be considered accurate only to the degree implied by the method used, 5. The lines between materials shown on the exploratory pit logs represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was encountered in the pits at the time of excavating. Fluctuation in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content (%) DD = Dry Density (pcf) -200 = Percent passing No: 200 sieve 106 0077 We warth—Pciwlok Geotechnfcol LOGS OF EXPLORATORY PITS Figure 1 Compression % N -+ 0 Moisture Content = 27.8 percent Dry Density = 82 pcf Sample o1: Sandy Silty Clay Prom: Pat 1 at 3 Feet, L.o1 32 rW II IIIIkiallIllkb.,_. lir I No movement upon wetting 111111 I II NMI 0.1 1.0 10 100 APPLIED PRESSURE - ksf 106 0077 c~� Hepworth--Powick Geotechnical SWELL-CONSOLIDATION TEST RESULTS Figure 3 HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 1 SUMMARY OF LABORATORY TEST RESULTS Job No. 106 0077 Lot 32 SAMPLE LOCATION NATURAL MOISTURE CONTENT % NATURAL DRY DENSITY usi GRADATION PERCENT PASSING NO. 200 SIEVE ATTERBERG LIMITS UNCONFINED COMPRESSIVE STRENGTH P5F 11 SOIL OR BEDROCK TYPE PIT DEPTH ft GRAVEL (%) SAND (%) LIQUID UMIT % PLASTIC INDEX % 1 3 27.8 82 Sandy Silty Clay 2 31/2 12.2 83 64 Sandy Silty Clay with Gravel _._ — H MIN IIIIII L 7L 3 /? 7-79-o t,) 9/L EAGLES POINT ARCHITECTURAL COMMITTEE APPLICATION SUBMITTAL FORM (For New Home Construction) INSTRUCTIONS: This Application & Checklist is to be used for all project submittals to the Eagles Point Architectural Committee (EP/AC). This form is intended to assist in ensuring that the application submittal is complete. This will help provide a quicker, more thorough review process. It is recommended that each Applicant thoroughly review the requirements of the current Architectural Standards, the Declaration of Covenants (including Resolutions) and the recorded Final Plat prior to preparing a submittal. Applicants preparing a submittal should compare the information they are about to submit with the requirements of this form and Acheck off@ each required item on the form. If any item is not checked, the Application submittal is not complete and should not be submitted. Incomplete Applications will not be processed and will be returned to the Applicant. In addition to the checklist, Applicants should fill in all of the places on the Application Form where information is requested. The Architectural Committee will use this information in evaluating your Application. If information is requested but is not applicable to your specific project submittal, write AN/A@ in the space provided. If some required information is yet to be determined (such as exterior paint colors you may not have yet selected) write ATBD@ in the appropriated space provided. You will then be required to make a follow-up submittal with these selections at a later date but before installation in the home. DO NOT fill in any infonnati on in the AConditions for Approval@ section ofthis form. This portion of the form is for Architectural Committee use only. When an Application is complete, please mail or deliver it to the following address: Eagles Point Architectural Committee Application 73-G Sipprelle Drive P.O. Box 6006 Battlement Mesa, Colorado 81636 Please contact Jane Chapman at (970) 285-9740 to confirm the next scheduled meeting date or to request further information. We thank you in advance for your cooperation and in complying with the Architectural Standards of Eagles Point. Adopted and Effective August 2, 2004 Ililll !11111119111 III 11111111111111111III 111111 III IB11 2. Architectural Drawings (1/4" = 1' or 1/8" = 1' 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 Finished Living Area: Lower Floor Finished Living Area: Total Finished Living Area: Total Unfinished Living Area: Garage Area: square feet % square feet square feet 237 4' square feet square feet 3r 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 feet above top of street curb at front -center of your lot. Engineered (stamped) Foundation Plan. Outbuildings indicating dimensions, elevations and overall height to ridge line. 3. Exterior Materials (fill-in the selections below): Roofing Material:rr> r,� "n��` Color: ti,;'0a1/7..'/6e 6y Primary Siding Material: Color: Accent Siding Material: Color: Trim Material: Color: Masonry Material: _4e/e. Color: /eC1?1 /�,�'�iztrtl Stucco Materials: beyi/-74 Color: oFF Front Door Material: � /0,447_ 57 �L Color: Garage Door Material:7 L Color: T7Rt COLOR SAMPLE COLOR SAMPLE COLOR SAMPLE COLOR SAMPLE COLOR SAMPLE COLOR SAMPLE Adopted and Effective August 2, 2004 111111 1!iu Pm iii muouii nuns ui iunuu mi Failure to pay fines levied as determined at the Hearing may also result in a Lien being placed on your Property or litigation Process initiated by the Eagles Point Board of Directors to secure conformance with this full .Application and its respective Conditions Of Approval. I/We understand that Architectural Committee approval does not constitute approval of the local building department, drainage design or structural soundness, nor does it constitute assurance that the plans comply with all applicable codes, regulations, ordinances and laws. IIWe further acknowledge that any subsequent field changes which 1/We may desire to the Home Construction or Improvement Projects of this original Application Submittal and the original Conditions of Approval issued by the EP/AC will require an additional Revised Application Submittal on our behalf, and that I/We will not proceed with any subsequent field changes until a Revised Conditions of Approval have been issued to us by the EP/AC. Owner=s Signature(s): Owner=s Printed Names: :70/na S LJA Date: ,-rG- Builder=s Signature: Builders Printed Name: Date: Date:P S7 16 This portion of the Application Form is to be completed by the Architectural Committee (not the Applicant). Adopted and Effective A ugusi 2, 2004 liilll IIIA 1!11111 III 1111111III1!111111II 111111III Ill! AS PER THE ARCHITECTURAL STANDARDS,PLEASE INDICATE THE LLOWING POINTS ON THE PLOT PLAN AND BELOW: ELEVATIONS AT EACH CORNER OF THE LOT. LOCATION. 1. 2. 3. 4. 5. 6. --THE HIGH POINT OF THE LOT. 7. --THE LOW POINT OF THE LOT. 8. --HEIGHT OF GARAGE FLOOR. 9. --HEIGHT OF HOUSE MAIN FLOOR. 10. ---HEIGHT OF ROOF ABOVE FOUNDATION. ( MAXIMUM--- 35 FEET ) 11. --HEIGHT OF ROOF ABOVE CENTER OF THE MID CURB. ( MAXIMUM--- 29 FEET ) ELEVATION ( FEET ) r , 1 i, 12. -DRAINAGE FLOW LINES ON THE PLOT PLAN. 13. --ROOF PITCHES. 1. 2. 3. 4. 15. --SQUARE FEET OF LIVING SPACE. 4R. l.i R GRAND JUNCTION. CO (970) 241-0792 1 COUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at ©®Ig 44'7'7 7 Permit No. % 97! I have this day inspected this structure and these premises and found the following corrections needed: -7L,e AL. You are hereby notified that the above correction must be inspected before covering. When correction(s)r�have been made, cal! for inspection at 970-384-5003. / Date -/2_��}} 20 Building Inspector 1)6,,�ir.4rW 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 ooti7 7 7� Permit No. 99 I have this day inspected this structure and these premises and found the followingg corrections needed: yzi97r/ ,ed-eVA-,2-Getge t54/3 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 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 001q Permit No. 997: I have this day inspected this structure and these premises and found the following corrections needed: Art/A-, -79e' 44"LeeL //1""1 -4117ette— ho,ilayn 2-/ 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 a Building inspector 20 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 .D79 7 -Seri 7 _s _L Permit No. 997S I have this day inspected this structure and these premises and found the following corrections needed: c4,7 e_ A cL,e_ 6\ eZ4_ 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 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 W I q Permit No. cmis I have this day inspected this structure and these premises and found the following corrections needed: I) L\( rip YV1u5� LDe- corn Otak e. 2) Flue4- Z` a'Go Ne ��`� f Qr 6s A h(A.t o W1ti11i, kor 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 /— l 20 0 5 Building Inspector Phone (970) 945-8212 �T No. Assessor's Parcel No39O�f�79-//-r Date 7-10-Oem, BUILDIN r - PAIIT CARD Job A dress ilM l +t 1 G... Owner ,`�C- 1�- Address Contractor rruJ rPre \1E -�13W12S Address Settzacks: F el Cr\ C., soils Test pi s/ 7,-.711-94. kry W €M a/<! Foundation GYv Grout Underground Plumbing Rough Plumbing 1 -ft -91 KA Framing g•3-c,7fii�� Insulation $-3-07 rlr R r R H INSPECTIONS Roofing !! Drywall Gas Piping x'116 "0/ 101 EXTERIOR Address No. Drainage Decks -support & clearance to wood 1� Decks -stairs & rails Exterior locks L Flashing around doors & windows Insect screens 1 INTERIOR GARAGE Fire wall separation r✓ Service doors -1W' min. 1. Door (20 min.) wlauto closer -1W min. Mech. equip. 18" above floor No opening into sleeping area BASEMENT -CRAWL AREA Access Insulation Headroom/Stairs Ventilation NOTES LH Ph alto Zoning Weatherproofing Mechanical Electrical Rough (State) Electrical Final (State) Final /-e•ue,r', /Checklist Cam leted? Certificate Occupancy # Date\55 l -M-0$ Septic System # --- Date Date Final ---� Other FINAL. CHECKLIST MECHANICAL ROOM Boiler Hot water F.A. gas/oil Floor drain Clearance Air con. system Hot water treater Combustion air Gas piping, valves LPG Drain -t] ti FIREPLACE/STOVE Clearance to combustibles ✓ Termination of chimney Combustion air Hearth (12" or 20" on sides) Glass doors Certified by. f/ REMARKS (continue on back) STAIRWAYS • Headroom (6'i3") Railing & guardrails fY,.. Width Rise & run KITCHEN Clearance above grill L Exhaust fan Broiler exhaust (1 hr. chase) BEDROOMS Egress Smoke detector BATHROOMS Exhaust tan Shatterproof glass OTHER ; INSPEC'T'ION WILL NOT BE MADE UNLESS THIS CARS] IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS GQRFIELD COUNtY,;COLORADO, D• ate Issued.?tilr t consideration of the • laws and' regulations Istrtictu'or which; 'dare, not hilly 011411 described`stf etti Inspector and Use Addr Zoned Areda, Permit Nor,. * i► i AGI EEM,ENT t,e of his permit, the applicant hereby agrees to comply with all tIwr�_. location; construction and erection of the proposed Os grit tett,' and further agrees that if the above said regulations t in Ili, zoning, location, erection and construction of the above emit may then be revoked by notice from the County Building IATELY BECOME NULL AND VOID, .►1..rte' '. u �n 1 F 111 Side Side Regi ustBe Posted So It is Plainly Visible From The Street Until Final Inspection. `' INSPECTION RECORD Footing .I _04 F J`► S Driveway Foundation 7-V• _b4iGLYYL Underground Plumbing Insulation g, 3-0 lei Rough Plumbing -/'-d7 1 f -(Z -01 iedviti Chimney & Vent 'l_/f- o 71.9.-}A Electric Final (by State Inspector) /'-' , ' Gas Piping -7_ 1 ; -0 7 VIA-- wl-Ei'eetric MetricRau h (0 State inspector) sAl Septic Final Framing 81-0-07^P- (To include Roof in place and Windows and Doors installed). Notes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSPIRABLE For Inspections Call 384-5003 108 8th Street C 'Invood Springs, Colorado DO NOT DESTROY THIS ,!ARD APPROVED Date' 4' 06 By IF PLACED OUTSIDE - COVER VITH CLEAR ELASTIC Parcel Detail Page 1 of 4 Garfield County Assessor/Treasurer Parcel Detail Information Assessor/TreasurerProperty Search 1 Assessor Subset Query 1 Assessor Sales Search Clerk & Recorder Reception Search Basic Building Characteristics 1 Tax Information Parcel Detail 1 Value Detail 1 Sales Detail 1 Residential/Commercial Improvement Detail Land Detail 1 Photographs Tax Area Account Number Parcel Number 2007 Mill Levy 080 R042196 240717211032 38.002 Owner Name and Mailing Address DUNRUD, THOMAS 3110 S WADSWORTH, STE 106 DENVER, CO 80227 Legal Description SECT,TWN,RNG:17-7-95 SUB:FIRST EAGLES POINT LOT:32 PRE:R770006 BK:0735 PG:0142 BK:0601 PG:0658 BK:1767 PG:82 RECPT:691167 BK:1763 PG:42 RECPT:690211 BK:1624 PG:286 RECPT:660189 BK:1703 PG:330 RECPT:677438 BK:1703 PG:327 RECPT:677437 BK:1668 PG:443 RECPT:669853 BK:1650 PG:358 RECPT:665807 BK:1650 PG:355 RECPT:665806 BK:1636 PG:378 RECPT:662798 BK:1624 PG:389 RECPT:660193 BK:1624 PG:306 RECPT:660192 BK:1624 PG:288 RECPT:660190 BK:1615 PG:504 RECPT:658359 BK:1604 PG:906 http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=240717211032 1/16/2008 Parcel Detail Page 2 of 4 IRECPT:655941 BK:1575 PG:7 RECPT:649590 BK:1575 PG:11 RECPT:649591 BK:0780 PG:0729 BK:0780 PG:0722 BK:0780 PG:0718 BK:0773 PG:0475 BK:0769 PG:0647 BK:0769 PG:0643 BK:0769 PG:0639 BK:0769 PG:0518 BK:0729 PG:0231 Location 2007 Property Tax Valuation Information Physical Address: 19 TALON TR PARACHUTE Land: Subdivision: FIRST EAGLES POINT Improvements: Land Acres: 0 Total: 105,050 Land Sq Ft: 10,802 Section Township Range 17 7 95 2007 Property Tax Valuation Information Sale Date: Sale Price: 1/23/2006. 63,200 Basic Building Characteristics Number of Residential Actual Value Assessed Value Land: 63,000 5,010 Improvements: 42,050 3,350 Total: 105,050 8,360 Sale Date: Sale Price: 1/23/2006. 63,200 Basic Building Characteristics Number of Residential Buildings: 1 Number of Comm/Ind Buildings: 0 Residential Building Occurrence 1 Characteristics TOTAL HEATED AREA: ABSTRACT CODE: ARCHITECTURAL STYLE: 2,505 SINGLE FAM.RES- IMPROVEMTS 2 -STORY http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=240717211032 1/16/2008 Parcel Detail Page 3 of 4 EXTERIOR WALL: FR STUCCO ROOF COVER: COMP SHNGL ROOF STRUCTURE: HIP ROOF INTERIOR WALL: DRYWALL FLOOR: LAMINATE FLOOR: CARPET HEATING FUEL: GAS HEATING TYPE: FORCED AIR STORIES: STORIES 2.0 BATHS: 2.5 ROOMS: 8 UNITS: 1 BEDROOMS: 4 YEAR BUILT: 2007 Tax Information Tax Year Transaction Type Amount 2007 Tax Amount $317.68 2006 Interest Payment ($5.64) 2006 Interest Charge $5.64 2006 Tax Payment: Whole ($187.96) 2006 Tax Amount $187.96 2005 Tax Payment: Whole ($29.50) 2005 Tax Amount $29.50 Top ..ofPage Assessor Database Search Options 1 Treasurer Database Search Options Clerk & Recorder Database Search Options Garfield County Home 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 O 2005 - 2008 Good Turns Software. All Rights Reserved. http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=240717211032 1/16/2008 Garfield County Building & Sanitation Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 Job Address bo `� i a,c�r; fr No. 997S EC?Nature of Work Building Perfnit �C Use of Building 5 /1Th A" C C51L tb Owner t--i—rAC 4 1 f\l't Contractor -P r Y ryj 'a j' - Amount of Permit $ 1-7 Date ( Clerk