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HomeMy WebLinkAboutApplication - PermitI Garfield County Building & Planning Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office :970·945-8212 Fax: 970-384-3470 Inspection Line : 970-384-5003 Building Permit No. _fl-'-I....!........:O·~----- Parcel No : 2407-183-18-005 Locality : Stone Ridge Sub , Blk 4, Lot 5 Job Address: 474 Lodgepo le Circle , Parachute Use of Building: s/f with garage and covered dec ks ~~------------ Owner : Lodgepole, LLC -(octet .s . Contractor: ·~*-VonBurg Fees : Plan Check: $ 84 6.14 Septic: Bldg Permit : $ 1,30 1.75 Other Fees : Total Fees: $ 2,147 .89 Clerk: C !~~ Date: L!/Il )-.0'0 p I 2 3 4 5 6 7 8 9 10 It 12 GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8th Street, Suite 401, Glenwood Springs, Co 81601 Phone: 970-945-8212 I Fax: 970-384-3470 I Inspection Line: 970-384-5003 www . garfic ld-cou nty .co m Parcel No: (this information is avai lable at the assessors office 970-945-9 134) -z_ .• -(X)- ew o Alteration o Addition Garage: Septic: o Detached o ISDS Driveway Pemlit· _ Owners valuation of Work : $ NOTICE :21 Authority. This application for a Building Penn it mu st be signed by the Owner ofthe property, described above, or an authorized agent. If the signature below is not that of the Owner, a separate letter of authority, signed by the Owner, must be provided with thi s Application . Legal Access, A Building Permit cannot be issued without proof of legal and adequate access to the property for purposes of inspections by the Building Department. Other Permits, Multiple separate penn it s may be required: (I) State Electrical Penn it , (2) County ISDS Perm it, (3) another penni! required for use on the property iden tified above, e.g. State or County Highway/ Road Access or a State Wastewater Discharge Penni!. Void Permit. A Building Penn.it becomes null and void if the work authorized is not commenced within 180 days of the date o f issuan ce and if work is suspended or abandoned for a period of 180 days after commencement. CERTIFICATION I hereby certify that I have read this Application and that th e information contained above is tru e and correct. I understand that the Bui lding Departm ent accepts the Application, along with th e plans and specifications and ot.her data subm iH ed by me or on my behalf (submit1als), based upon my certification as to accwacy. Assuming eompletCiless of the subm ittal s and approval of this Application, a Building Perm it will be issued granting permission to me, as Owner, to construct the structure(s) and facilities detailed on the submittals reviewed by th e Building Department. In consideration of the issuance of the Building Permit, I agree that I and my agents will comply with provisions of any federal , state or loca l law regul ating the work and the Garfield County Building Code, ISDS regulation s and applicable land use regulations (County Rcgulation(s)). I acknowledge that the Building Permit may be suspended or revoked. upon notice from the County, if the location, construction or use of the structure(s) and facility(ies), described above, are not in compliance with County Regulatioo(s) or any other applicable law . I hereby gran t permi ssion to the Building Department to enter th e property , described above, to inspect the work. I further acknowledge that th e issuance of the Building Permit does not prevent the Building Official from : {I) requiring the correction of errors in the submittals, if any, discovered after issuance; or (2) slopping construction or use of th e structure(s) or facility(ies) if such is in violation of County Regul ation(s} or any other appli cable law. Review of thi s Applicati on, including submittals, and inspections of the work by the Building Department do not constitute an acceptance of responsibility or liability by the County of errors, omissions or di screpancies. As the Owner, I acknowledge that responsibility for compliance with federal , slate and local laws and Coun ty Regulation s rest with me and my authorized agents, including without limitation my arch itect designer, engineer and/ or bui lder. I HEREBY ACKNOWLEOOE THAT I HAVE READ AND UNDERSTAND THE NOTICE & CERTI FICATION ABOVE: ~5, ~ STAFF USE ONLY Special Conditions: Adjusted Valuation: Plan Check Fee: Permit Fee: Manu home Fee: M ise Fees: ~54t54, f~ Z?4~.-t4 v~,.75 1'\c·<i X"J - ISDS Fee: Total Fees: Fees Paid: Co Ba lance Due: I 0'-J ~ & Iss ue Date: ISDS No & Issued Date: -"JJY .7. ~ ~q3~ -~ f// 7J.-/ fi/1/D~ ~fA - Setbacks: OCCGroup: ConstType: Zon:~({J) 8 DGDEPT: If}/ f-1 /tJ6 PL G DEPT: I " k9tf1A~ \ The following items are required by Garfield County for a final Inspection: 1) A final Electrical Inspection from the Colorado State Electrical Inspector. 2) Permanent address assigned by Garfield County Building Department and posted at the structure and where readily visible from access road. 3) A finished roof; a lockable building; completed exterior siding; exterior doors and windows installed; a complete kitchen with cabinets, sink with hot & cold running water, non-absorbent kitchen floor covering, counter tops and finished walls, ready for stove and refrigerator; all necessary plumbing. 4) All bathrooms must be complete, with washbowl, tub or shower, toilet, hot and cold running water, non-absorbent floors, walls finished, and privacy door. 5) Steps over three (3) risers, outside or inside must be must have handrails. Balconies and decks over 30" high must be constructed to all IBC and IRC requirements including guardrails. 6) Outside grading completed so that water slopes away from the building; 7) Exceptions to the outside steps, decks, grading may be made upon the demonstration of extenuating circumstances., i.e. weather. Under such circumstances A Certificate of Occupancy may be issued conditionally. 8) A final inspection sign off by the Garfield County Road & Bridge Department for driveway · installation, where applicable; as well as any final sign off by the Fire District, and/or State Agencies where applicable. A CERTIFICATE OF OCCUPANCY (C.O.) WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. A C.O. MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. OWNER CANNOT OCCUPY OR USE DWELLING UNTIL A C.O. IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a C.O. for the building identified in the Building Permit. Bapplicationdecember2007 VALUATION FEE DETERMINATION Applicant Address Date ..:L:..:o;.:::dg~e:~:P;.:::Ol:..:e...:L:..:L:..:C;__ ________ Subdivision ..:B;..;;a;.;.;tt.;.;;Je.;.;.m;..;;e;.;.;nt;..;;M.;..;..;.;;es;.;.;ai..;P..;a;.;.;ra;.;.;c..;.;h.;;..ut;..;.e,:....C;;;..O;;;.._ ___ Lot/Block ...:1..:.0/:..:2:....::4/;.:::2..:.00.:..:8::...._ _________ Contractor Finished (Livable Area): Main Upper Lower Other Total Basement: Unfinished Square Feet Valuation Conversion of Unfinished to Finished Total Valuation Garage: Carport: Total Valuation Crawl Space Total Valuation Decks/ Patios Total Covered Open Valu ation Type of Construction: Occupancy: Valuation Total Valuation 1812 sq .ft sq .ft sq .ft sq .ft X $74.68 1812 sq .ft sq.ft X $41.00 sq .ft X $33.68 705 sq.ft X $18.00 sq.ft X $12.00 sq.ftX $9.00 256 sq .ft X $24 .00 sq .ft X $12.00 Commercial sf X sf X sf X sf X sf X sf X Stoneridge Lot 5/ Block4 135,320.16 0.00 12,690.00 0.00 6,144.00 0 .00 154,154.16 GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS For SINGLE FAMILY DWELLING CONSTRUCTION Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. Other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. TWO (2) SETS OF CONSTRUCTION ORA WINGS & TWO (2) SITE PLANS MUST BE SUBMITTED FOR ALL APPLICATIONS. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Applicants are required to indicate appropriately and to submit the completed checklist at time of application for a permit. Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. I Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line and original grade. A section showing in detail, from the bottom of the footing to the top 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. 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 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 withind( 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 r:/.. 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 NV :r: ,_~J 4 .~;;,d el-k <;e-.,..... /,U ~ 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes p( 2 j!( 5. Are you aware that prior to submittal of a building permit application you are required to show proof of a legal and adequate access to the site? This may include (but is not limited to) proof of your right to use a private easement/right of way; A County Road and Bridge permit; a Colorado Dept. of Highway Permit, including a Notice to Proceed; a permit from the federal government or any combination. You can contact the Road & Bridge Department at 625-8601. See phone book for other agencies Yes ·----"-~-- 6. 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 ti" 7. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes ·'/.-No Zoe& &~ ux:Slc --;w G~ 8. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits? Yes No ____ _ 9. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and wind loads? Yes •I- 10. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes \J.-, 11. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes · 12. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes __ 4~--- 13. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat roof? (Building height measurement usually not to exceed 25 feet) Yes v( 14. 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 15. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes _____ No._:_K_=----- 16. 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 !)<, <;a. A 11' p~v.~0 ff-evt 1/)r:;-/,,..;, -; 17. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes_...L,._ __ _ 18. 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. ______ _ 19. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes ../ ~ 20. 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 _ ___,""-~-- 21. Do you understand that if you belong to a Homeowners Association (HOA), 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 be accepted without it, but you run the risk of the HOA bringing action to enforce the covenants, which can result in revocation of permit issued. Additionally, your Plan Review fee is not refundable if the plans have been reviewed by the Building Department prior to any action by the HOA that requires either revocation or substantial modification of the plans. Yes ,;( "' 22. Will this be the only residential structure on the parcel? Yes i>( No Ifno-Explain: ______ _ 23. Have two (2) complete sets of construction drawings been submitted with the application? Yes i/ ·~ 24. Do you under¥and that the minimum dimension a home can be on a lot is 20ft. wide and 20ft. long? Yes. _ __:]L:.:o,. __ _ 4 25. Have you designed or had this plan designed while considering building and other construction code requirements? Yes "£ 26. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes. ____ ~~------ 27. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes v( 28. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes fK 29. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your building permit? Yes Q<· " 30. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made from 7:30a.m. to 3:30p.m. Monday through Friday. Inspections are to be called in to 384-5003. Yes ,.,/ No "' ·----------- 31. 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. ___ ..;,&.;_,---- 32. Are you aware that you are required to call for all inspections required under the IRC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes. ___ --P~--- 33. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for an Agent and that the party responsible for the project must comply with the IRC? Yes ;( 5 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 in)iPection. Yes r:r-_ ----~-=--------- 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 · 36. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes ""-(please check with the building department about this requirement) 37. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading permit? Yes _ ___..._ __ _ 38. Are you aware that if you will be connecting to a public water and/or sewer system, that the tap fees have to be paid and the connections inspected by the service provider prior to the issuance of a Certificate of Occupancy? Yes c/- I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. Phone: =no Z-70 It tV\ (days); '1 ]p z..::)<) iuet.>.<j (evenings) Project Name: Lf 7 'i ~oc/7 '2(?~ /e. . {A~ Project Address: <..17'1 Codge-f/6 {~ &vLe 6 Notes: If any required information is missing 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. BpminreqDec2007 7 GARFIELD COUNTY BUILDING REQUIREMENTS Codes: 2003 IRC, IBC, IFGC, IMC, IPC, Setbacks: Check subdivisions and zone district for setback requirements. Snowload (measured at the roof): 40PSF up to 7000ft. elevation. 50PSF 7001 to 8000ft. 75PSF 800 I to 9000ft. lOOP SF 9001 to I OOOOft. Seismic design category: B Weathering probability for concrete: Severe Termite infestation probability: None to slight Wind speed: 90mph Decay probability: None to slight Wind Exposure: B or C (see section R301.2.1.4) Frost Depth: 36in. to 8000ft. elevation. 42in. 800 I and above. Winter Design Temperature: Minus 2 to 7000ft.; minus 16 over 7000ft. elevation. Air Freezing Index: 2500deg F-days to 7000ft.; over 7000ft. to be determined by Building Official. Ice shield under-layment required. Mean Annual temp.: Variable Insulation: Maximum glazing U factor: 0.50 Minimum R-Values: • Ceilings/roofs R values are: R-30 stick built structures. R-38 log construction and steel rafter construction. • Walls R values are R-19 wood frame; R-19 cavity R-3 sheathing steel studs. • Floors R-values are R-19. • Basement wall R-values are R-1 0 befow grade, R-19 above grade. • Slab perimeter R-value and depth is R- I0/36in. • Crawl space wall R-values are R-IO below grade and R -19 above grade If floors over crawl spaces are not insulated, the crawl space walls must be insulated. Basement wall must be insulated to frost depth. Common walls garage to house must have R-19 insulation. Common ceiling/floor garage to house must have R-19. Take precautions to protect plumbing in these areas. Oc ltlb ..:r 2.1. 200S lh :: 474 Lod gep o le C irc k T o \\'h o m It iv la y Co nce rn at Garli e ld Cuunt y: To d d S. Von Burg is my auth or i:t.cd age nt nnd is auth orize d to pull th e nec essary p~n n it s fo r the pro pe rt y loc ated at : 4 74 l.nd gepo lc C ir c le . Battkmc nt ~·l e s a. C O . ~~Y ;(,=bt~~c-- 1\lan N. \V yng.nrdcn Lodge po le. LL C Bill To: Garfield County Road and Bridge Department P.O. Box426 Rifle, CO 81650 Phone-(970)625-8601 Fax-(970)625-8627 Invoice Driveway Permit Number: GRBOS-D-114 Invoice Date: 10/27/2008 Todd 5 VonBurg 474 LodgePole Cir Battlement Mesa ,co 81635 $75.00 per Driveway Permit. Driveway Permit Fee: --------·-------. --- Total Due: Thank You! $75.00 $75.00 Garfield _County Application for Driveway Permit Person Obtaining Permit: Todd S VonBurg Application Date: 10/27/2008 County Road Number: 3 72 V District: Silt Permit Number: GRB08-D-114 Termination Date: 1112712008 Inspector: Jake Mall hereby requests permission and authority from the Board of County Commissioners to construct a driveway approach (es) on the right-of-way off of County Road, 372V, At Address of 474 LodgePole Cir, located on the South side of road for the purpose of obtaining access to property. Applicant submits herewith for the consideration and approval of the Board of County Commissioners, a sketch of the proposed installation showing all the necessary specification detail including: 1. Frontage of lot along road. 2. Distance from centerline of road to property line. 3. Number of driveways requested 4. Width of proposed driveways and angle of approach. 5. Distance from driveway to road intersection, if any. 6. Size and shape of area separating driveways if more than one approach. 7. Setback distance ofbuilding(s) and other structure improvements. 8. No unloading of equipment on county road, any damage caused to county road will be repaired at subdivision expense. 9. Responsible for two years from the date of completion. General Provisions 1) The applicant represents all parties in interest, and affirms that the driveway approach (es) is to be constructed by him for the bona fide purpose of securing access to his property and not for the purpose of doing business or servicing vehicles on the road right of way. 2) The applicant shall furnish all labor and materials, perform all work, and pay all costs in connection with the construction of the driveway(s). All work shall be completed within thirty (30) days of the permit date. 3) The type of construction shall be as designated and/or approved by the Board of County Commissioners or their representative and all materials used shall be of satisfactory quality and subject to inspection and approval of the Board of County Commissioners or their representative. 4) The traveling public shall be protected during the installation with proper warning signs and signals and the Board of County Commissioners and their duly appointed agents and employee shall be held harmless against any action for personal injury or property damage sustained by any reason of the exercise of the Permit. 5) The Applicant shall assume responsibility for the removal or clearance of snow, ice, or sleet upon any portion of the driveway approach (es) even though deposited on the driveway(s) in the course of the County snow removal operations. 6) In the event it becomes necessaty to remove any right-of-way fence, the posts on either side of the entrance shall be ~urely braced before the fence is cut to prevent any slacking ofthe remaining fence and all posts and wire removed shall be turned over to the District Road Supervisor of the Board of County Commissioners. 7) No revisions or additions shall be made to the driveway(s) or its appurtenances on the right-of-way without written permission of the Board of County Commissioners. 8) Provisions and specifications outlined herein shall apply on all roads under the jurisdiction of the Board of County Commissioners of Garfield County, Colorado, and the Specifications, set f01th on the attached hereof and incorporated herein as conditions hereof. 9) Final inspection of driveway will be required upon completion and must be approved by person issuing permit or representative of person issuing permit. The inspection and sign off must be done prior to any CO from the Building and Planning Department being issued. 10) Contractor agrees to all Provisions in Exhibit A. Special Conditions: 1. Driveway Width-30ft 2. Culvert required? False Size: by 3. Asphalt or concrete pad required? True Size of pad: 32ft wide x 30ft long x 4in thick 4. Gravel portion required? False Length: 5. Trees, brush and/or fence need to be removed for visibility? True 6. Distance and Direction: 7. Certified Traffic Control Required? False 8. Work zone signs required? True In signing this application and upon receiving authorization and permission to install the driveway approach (es) described herein the Applicant signifies that he has read, understands and accepts the foregoing provisions and conditions and agrees to construct the driveway(s) in accordance with the accompanying specification plan reviewed and approved f by the Board of County Commissioners. Signed: t->-..6.0 Address: -------------------------- Telephone Number: ------------------------ Permit granted 10/27/2008, subject to the provisions, specifications and conditions stipulated herein. For Board of County Commissioners' of Garfield County, Colorado: /Ju2! Ju;m Representative of Garfield County Road and Bridge Signature Specifications 1. A driveway approach is understood to be that portion of the county road right-of way between the pavement edge and the property line that is designed and used for the interchange of traffic between the roadway and abutting property. 2. At any intersection, a driveway shall be restricted for a sufficient distance from the intersection to preserve the normal and safe movement of traffic. (It is recommended for rural residence entrances that a minimum intersection clearance of 50 feet be provided and for rural commercial entrances a minimum of 100 feet be provided.) 3. All entrances and exits shall be so located and constructed that vehicles approaching or using them will be able to obtain adequate sight distance in both directions along the county road in order to maneuver safely and without interfering with county road traffic. 4. The Applicant shall not be permitted to erect any sign or display material, either fixed or movable, on or extending over any portion of the county road right-of-way. 5. Generally, no more than one approach shall be allowed any parcel or property the frontage of which is less than one hundred (I 00) feet. Additional entrances or exits for parcels having a frontage in excess of one hundred 100) feet shall be pennitted only after showing of actual convenience and necessity. 6. All driveways shall be so located that the flared portion adjacent to the traveled way will notencroach upon adjoining property. 7. No commercial driveway shall have a width greater than thirty (30) feet measured at right angles to the centerline of the driveway except as increased by permissible radii. No noncommercial driveway shaH have a width greater · than twenty (20) feet measured at right angles to the centerline of the driveway, except as increased by permissible radii. 8. The axis of an approach to the road may be at a right angle to the centerline of the county road and of any angle between ninety (90) degrees and sixty (60) degrees but shall not be Jess than sixty (60) degrees. Adjustment will be made according to the type of traffic to be served and other physical conditions. 9. The construction of parking or servicing areas on the county road right-of-way is specifically prohibited. Commercial establishments for customer vehicles should provide off-the-road parking facilities. 10. The grade of entrance and exit shall slope downward and away from the road surface at the same rate as the nmmal shoulder slope and for a distance equal to the width of the shoulder but in no case less than twenty (20) feet from the pavement edge. Approach grades are restricted to not more than ten percent (10%).· 11. All driveways and approaches shall be so constructed that they shall not interfere with the drainage system of the street or county road. The Applicant will be required to provide, at his own expense, drainage structures at entrances and exits, which wiJJ become an integral part of the existing drainage system. The Board of County Commissioners or their representative, prior to installation, must approve the dimensions and types of all drainage structures. Note: This permit shall be made available at the site where and when work is being done. A work sketch or drawing of the proposed driveway(s) must accompany application. No permit will be issued without drawing, blueprint, or sketch. BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY CERTIFICATION AND AFFIDAVIT REGARDING ILLEGAL ALIENS The Contractor, whose name and signature appears below, certifies and agrees as follows: 1. The Contractor shall comply with the provisions of C.R.S. 8-17.5-101 et seq. The Contractor shall not knowingly employ or contract with an illegal alien to perform work for the Board of County Commissioners of Garfield County, Colorado {"BOCC") or enter into a contract with a subcontractor that knowingly employs or contracts with an illegal alien. 2. The Contractor represents, warrants, and agrees that it has verified that it does not employ any illegal aliensi that it has participated or attempted to participate in the Basic Pilot Employment Verification Program administered by the Social Security Administration and Department of Homeland Security; and otherwise shall comply with the requirements of C.R.S. 8-17.5-102(2) (b). 3. The Contractor shall comply with all reasonable requests made in the course of an investigation under C.R.S. 8-17.5-102 by the Colorado Department of Labor and Employment. If the Contractor fails to comply with any requirement of this provision or C.R.S. 8-17.5-10~ et seq., the BOCC may terminate work for breach and the Contractor shall be liable for actual and cOnsequential damages to the State. 4. If the Contractor is a sole proprietor, the undersigned hereby swears or affirms under penalty of perjury under the laws of the State of Colorado that (check one) : ;b_ I am a United States citizen,. Or I' am a Permanent Resident of the Unit.ed States, .or I am lawfully present in the United States pursuant to Federal law. I understand that this sworn statement is required by law because I am a sole proprietor entering into a contract to perform work for the BOCC. I understand that state law requires me to provide proof that I am lawfully present in the United States prior to starting work for the BOCC. I further acknowledge that I will comply with the requirements of C.R.S. 24-76.5-101 et seq. and will produce the required form of identification prior to starting work. I acknowledge that making a false, fictitious, or fraudulent statement or representation in this sworn affidavit is punishable under the criminal laws of Colorado as perjury in the second degree under C.R.S. 18-8-503. CERTIFIED and AGREED to this 2 day of ,Mc&..l~:o, -") ' 200S:,:. Name) FEIN or Social Security Number By: Signature of Authorized Rep Title Permit Number: GRB08-D-Jl4 Exhibit A BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY CERTIFICATION AND AFFIDAVIT REGARDING ILLEGAL ALIENS The Contractor, whose name and signature appears below, certifies and agrees as follows' 1. The Contractor shall comply with the provisions of C.R.S. 8-17.5-101 et seq. The Contractor shall not knowingly employ or contract with an illegal alien to perform work for the Board of County Commissioners of Garfield County, Colorado ("BOCC 11 ) or enter into a contract with a subcontractor that knowingly employs or contracts with an illegal alien. 2. The Contractor represents, warrants, and agrees that it has verified that it does not employ any illegal aliens; that it has participated or attempted to participate in the Basic Pilot Employment Verification Program administered by the Social Security Administration and Department of Homeland Security; and otherwise shall comply with the requirements of C.R.S. 8-17.5-102{2) {b). 3. The Contractor shall comply with all reasonable requests made in the course of an investigation under C.R.S. 8-17.5-102 by the Colorado Department of Labor and Employment. If the Contractor fails to comply with any requirement of this provision or C.R.S. 8-17.5-101 et seq., the BOCC may terminate work for breach and the Coritractor shctil be liable for actual and cOn-sequential damages to the State. 4. If the Contractor is a sole proprietor, the undersigned hereby swears or affirms ·under penalty of perjury under the laws of the State of Colorado that {check one) ' ~ :;I: _afT). a United States citizen,. or I" am a Permanent Resident of the Uni t·ed States, "or I am lawfully present in the United States pursuant to Federal law. I understand that this sworn statement is required by law because I am a sole proprietor entering into a contract to perform work for the BOCC. I understand that state law requires me to provide proof that I am lawfully present in the United States prior to starting work for the BOCC. I further acknowledge that I will comply with the requirements of C.R.S. 24-76.5-101 et seq. and will produce the required form of identification prior to starting work. I acknowledge that making a false, fictitious, or fraudulent statement or representation in this sworn affidavit is punishable under the criminal laws of Colorado as perjury in the second degree under C.R.S. 18-8-503. CERTIFIED and AGREED to this 2 day of JV~.J:"'l'*' A ' 200..:?>_. Name) FEIN or Social Security Number Byo Signature of Authorized Rep Title Permit Number: GRBOB-D-114 Exhibit A Huddleston-Berry Engineering & Testing, LLC Tri-Terra, Inc. 218E. ValleyRoad Carbondale, Colorado 81623 Attention: Subject: Michael Robinson Geotechnical Investigation 474 Lodgepole Circle Battlement Mesa, CO Dear Mr. Robinson, 640 White Avenue, Unit B Grand Junction, CO 81501 Phone:970-255-8005 Fax: 970-255-6818 HuddlestonBerry@bresnan.net May7, 2008 Project#00430-0002 This letter presents the results of a geotechnical investigation conducted for 4 7 4 Lodgepole Circle in Battlement Mesa, Colorado. The site location is shown on Figure 1. The proposed construction is anticipated to consist of a single-family residence. The scope of our investigation included evaluating the subsurface conditions at the site to aid in developing foundation recommendations for the proposed construction. Site Conditions At the time of the investigation, the site was generally open with a slight slope down to the south along the east side of the site and a steep downward slope to a ravine along the western side of the site. Vegetation at the site consisted primarily of low grasses and weeds. The site was bordered to the north by an existing residence, to the west and south by a ravine and open land, and to the east by Lodgepole Circle. Subsurface Investigaj;ion ' The subsurface investigation included one test pit as shown on Figure 2 -Site Plan. The test pit was excavated to a depth of 8.0 feet below the existing ground surface with a backhoe. A log of the test pit is included in Appendix A. The test pit encountered 1.0 foot of silt with sand and organics topsoil above tan, dry to moist, medium dense silt with sand, gravel, cobbles and boulders to the bottom of the excavation. The percentage of cobbles and boulders increased with depth. Groundwater was not encountered in the test pit at the time of the investigation. 374 Lodgepole Circle #00430-0002 05/07/08 Laboratory Testing &Huddleston-Bear ~&:~ltC - Laboratory testing was conducted on soil samples collected in the test pit. The testing included grain-size analysis, Atterberg limits detennination, natural moisture and density detennination, swell/consolidation testing, optimum moisture/density (Proctor), and soluble sulfates content. The laboratory testing results are included in Appendix B. The laboratory testing results indicate that the silt soils at the site are moderately plastic. In addition, these soils were indicated to generally tend to consolidate under loading. The soluble sulfates content of the soils was determined to be 900 parts-per-million (ppm). Foundation Recommendations Based upon information provided to HBET a spread footing foundation is proposed for the structure. A spread footing foundation is appropriate give the subsurface conditions at the site; however, to provide a uniform bearing stratum, it is recommended that the foundations be constructed above native silt soils, below the topsoil, that have been scarified to a depth of 6 to 9- inches, moisture conditioned, and compacted to a minimum of 95% of the standard Proctor maximum dry density, within ± 2% of the optimum moisture content as determined in accordance with ASTM 0698. However, prior to compaction, particles in excess of 6-inches in diameter should be removed from the subgrade. For the foundation building pad prepared as recommended, a maximum allowable bearing capacity of 1,250 psf may be used. Foundations subject to frost should extend a minimum of36- inches below the final grade. As discussed previously, the soluble sulfates content of the native soils was determined to be 900 ppm. This concentration represents a moderate degree of potential sulfate attack on concrete exposed to the native soils. Therefore, Type I-II sulfate resistant cement may not be required for construction at this site. Stemwalls and any retaining walls at the site should be designed to resist lateral earth pressures. For backfill consisting of the native soils, or imported granular, non-free draining, non-expansive material, we recommend that the walls be designed for an equivalent fluid unit weight of 50 pcf in areas where no surcharge loads are present. Lateral earth pressures should be increased as necessary to reflect any surcharge loading behind the walls. Floor Slab and Exterior Flatwork Recommendations The native silt soils are suitable for support of floor slabs and exterior flatwork. However, it is recommended that floor slabs and exterior flatwork be constructed on native soils that have been prepared in accordance with the Foundation Recommendations section of this report. Drainage Recommendations Grading around the structure should be designed to carry precipitation and runoff away from the structure. It is recommended that the finished ground surface drop at least twelve inches within the first ten feet away from the structure. Downspouts should empty beyond the backfill zone. It is also recommended that landscaping within three feet of the structures include primarily desert P:\2008 ALL PROJECTS\00430-Tri-Terra,lnc\00430-0002 474 Lodgepole Circle -Banlemeot Mesa-Tri-Terra\200-Geo\00430-0002 LROS0708.doc 2 374 Lodgepole Circle #00430-0002 05/07/08 8 Huddleston-Berry ...,...m,:.&.Tao;.,.LLc - plants with low water requirements_ In addition, it is recommended that irrigation within ten feet of foundations be minimized or controlled with automatic shut off valves. General Notes The recommendations included above are based upon the results of the subsurface investigation and on our local experience. These conclusions and recommendations are valid only for the proposed construction. As discussed previously, only one test pit was conducted at the site. As a result, the precise nature and extent of any subsurface variability may not become evident until construction. Therefore, it is recommended that a representative of HBET observe the foundation excavation prior to foundation placement to verify that the subsurface conditions are consistent with those described herein. In addition, it is recommended that a representative of HBET test compaction of the subgrade materials. We are pleased to be of service to your project. Please contact us if you have any questions or comments regarding the contents of this report. Respectfully Submitted: Huddleston-Berry Engineering and Testing, LLC Jason A. Horner, E.l. Project Engineer Reviewed By: Michael A. Berry, P.E. Vice President of Engineering P:\2008 ALL PROJECTS\00430 -Tri-Terra, Inc\00430-0002 474 Lodgepole Circle -Battlement Mesa-Tri-Terra\200-Geo\00430.0002 LR050708.doc 3 FIGURES / NOTE: DRAWING NOT TO SCALE TP-1 Project No.: 00430-0002 Date: 05/07/08 By: MAB 474 LODGEPOLE CIRCLE FIGURE 2 -SITE PLAN IHJ'r,,......_-,\, Huddleston-Berry Engmecrlng & Te8tlng, LLC 640 White A venue, Unit B Grand Junction, CO 81501 APPENDIX A Typed Test Pit Log Huddleston-Berry Engineering & Testing, LLC 640 White Avenue, Unit B Grnnd Junction, CO 81501 970-255-8005 970-255-6818 TEST PIT NUMBER TP-1 PAGE 1 OF 1 CLIENT Tri-Terra PROJECT NAME 474 Lodgepole Circle PROJECT NUMBER PROJECT LOCATION DATE STARTED _:4/,_1,_,1.,10.,8 __ _ COMPLETED ..:4"-/1,_,1,_,10.,8 ___ GROUND ELEVATION -----TEST PIT SIZE ------ EXCAVATION CONTRACTOR -'H_,i-"'R,iv_,erc___________ GROUND WATER LEVELS: EXCAVATION METHOD Backhoe AT TIME OF EXCAVATION _,d"-'------------ LOGGED BY AS CHECKED BY MAB AT END OF EXCAVATION -'d"'------------ NOTES AFTER EXCAVATION MATERIAL DESCRIPTION GB-1 Lab Classified GB 1 86 20 18 41 29 12 77 APPENDIXB Laboratory Testing Results 8 Huddleston-Beny Engineering & Testing, LLC GRAIN SIZE DISTRIBUTION 640 White Avenue, Unit B ' Grand Junction, CO 81501 970-255-8005 970-255-6818 CLIENT Tri-Terra PROJECT NAME 474 LodgeQOle Circle PROJECT NUMBER 00430-0002 PROJECT LOCATION Battlement Mesa CO U.S. SIEVE OPENING IN INCHES I U.S. SIEVE NUMBERS I HYDROMETER 6 4 3 2 1.5 1 314 112 3 6 810 1416 20 30 40 50 60 100 140 200 100 I I I T 1'4, I I I I : 95 !'---: 90 .'-j '--.... : 85 ~ : : 80 : 75 : : 70 : : : : 65 : 1-J: !2 60 ~ : ~ 55 0: w 50 z u: 1-45 z w 1;1 40 w "-: 35 : 30 : 25 : 20 15 : 10 : 5 : 0 : 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS I COBBLES : GRAVEL I SAND J SILT OR CLAY coarse fine I coarse medium I fine I Specimen Identification Classification LL PL PI Cc Cu • TP-1 GB-1 4/2008 SILT with SAND(ML) 41 29 12 Specimen Identification D100 D60 D30 D10 %Gravel %Sand %Silt %Clay • TP-1 GB-1 4/2008 9.5 0.1 23.0 76.9 -= :Testing, LLC A HERBERG LIMITS' RESULTS IU 640 White Avenue, Unit B GrandJnnction, CO 81501 970-255-8005 970-255-6818 CLIENT Tri-Terra PROJECT NAME 474 Lodgegole Circle PROJECT NUMBER PROJECT LOCATION "" ,k_O 60 / @ @ p / L / A "' s / T I / c I 30 T / y I N / D v E X / <n • v CL-ML v @ s 0 ~0 40 eo 80 ,, 10 LIQUID LIMIT Identification LL PL PI #200 Classification I• TP-1 GB-1 4/11/2008 41 29 12 77 SILT with SAND(ML) .. fii ~ 3 : I m ~ Huddleston-Berry Engineering & Testing, LLC ~ 640 White ~venue, Unit B Grand Joncuon, CO 81501 970-255-8005 ~ 970-255-6818 CONSOLIDATION TEST CLIENT Tri-Terra PROJECT NAME 474 Lodgepole Circle PROJECT LOCATION Battlement Mesa CO PROJECT NUMBER 00430-0002 ;f. z ~ t; 0.9 1.1~------+----+--~-4~-4-+~~------+----+--1--+~-+-r~ 1.2~------+----+-~-4~-4-+1-~-----+---+--1--+~-+-r~ 1.31------1--+---t--1-1\rt-++++----+--+--+--+--t-++-H 1.4~-------+----~--4-~~~~-+4---------~---+--~--~+-+-+-~ 1.5 1\ 1.6 1\ 1.7 .\ \ 1.8 1.9 2.0 2.1 2.2 2.3 \ \ \ \ \ 2.4 100 1,000 10,000 STRESS, psi Specimen Identification Classification MC% e TP-1 1.5 86 20 Huddleston-Berry Engineering & Testing, LLC MOISTURE-DENSITY RELATIONSHIP 'l/f:B~ 640 White Avenue, UnitB ~ :.I!J Grand Jnnction, CO 81501 ~ 970-255-8005 ~ 970-255-6818 CLIENT Tri-Terra PROJECT NAME 474 Lodge~ole Circle PROJECT NUMBER 004~002 PROJECT LOCATION Battlement Mesa CO lOU ,\ \ \ 1\ Sample Date: 4/11/2008 L\ \ \ Sample No.: 1 145 \ 1\ Source of Material: TP-1 \ \ \ ' Description of Material: SILT with SAND(ML) \ \ \ Test Method: ASTM D698A \ \ 140 1\ \ \ \ \ 1\ \ 135 \ 1\. TEST RESULTS \ \ 1\ \ Maximum Dry Density 101.2 PCF \ \. Optimum Water Content 22A% \ ' 130 \ \ 1\ \ GRADATION RESULTS(% PASSING) \ \ #200 #4 3/4" 1\ \ 125 1\ \ 77 100 100 \ \. -- '!; \ c. \ \ g \ \. ATTERBERG LIMITS 1\ z 120 \ \. w 0 \ \ ~ _hL .Eh_ PI 0 \ '\. 41 29 12 \ 115 \ '\. \ \ Curves of 100% Saturation '\ \. for Specific Gravity Equal to: '\ '\ ' 2.80 110 '\ ''\ 1'\. 2.70 '\ '\ '\. 2.60 '\ 105 '\ '\. '\ '\ '\. '\ ' '\: 100 / ~ '\... I ~ '\.' •"-"\. I "' I "' 95 "' " " "' "' 'o,J 90 0 5 10 15 20 25 30 WATI=R r.nNTt=t..IT Ot. ~Harbert ll.Yn1ber Co. HARBERT LUMB E R 240 NORTH AVE. PO BOX 2607 GRAND JUN CTION CO 81502 Phone# 970-243-3273 Fax# 1-970-243-3145 BILL TO: SHIP TO: QUOTE# QUOTE DATE QUOTED BY JOB NAME LINE# 100-1 LINE# 200-1 LINE# 300-1 10/5/2008 JohnLupfer ORDER DATE ORDERED BY JOB SITE INFO JohnLupfer DESCRIPTION QUANTITY VLS Single Vent Slider, XO, 47.5 X 47 .5, Taupe Exterior, CozE (LowE) 3/4" Insulated with Breather Tubes STC SS over SS, Taupe 5/8" Flat 4W4H Rectangular Grids, Screen per unit(s) 1, Style Lock Hardware Rough : 48 X 48 Room Location: BEDROOM 2 UValue: 0 .34 Solar Heat Gain 0.28 Overall Unit 47 1/2" X 47 1/2" Visible Light Transmittance 0.51 1 DESCRIPTION QUANTITY VLS Single Vent Slider, XO, 47.5 X 47 .5, Taupe Exterior, CozE (LowE) 3/4" Insulated with Breather Tubes STC SS over SS, Screen per unit(s) 1, Style Lock Hardware Rough : 48 X 48 Overall Unit 47 1/2" X 47 1/2" Room Location : BEDROOM 3 & 4 UValue: 0 .34 Solar Heat Gain 0.31 Visible Light Transmittance 0.57 2 DESCRIPTION QUANTITY VLS Single Vent Slider, XO, 59.5 X 59.5, Taupe Exterior, CozE (LowE) 3/4" Insulated with Breather Tubes STC SS over SS, Screen per unit(s) 1, Style Lock Hardware Rough : 60 X 60 Overall Unit 59 1/2" X 59 1/2" Room Location : GREAT ROOM, NOOK, MASTER UValue: 0.34 Solar Heat Gain 0.31 Visible Light Transmittance 0.57 Paee I Of 3 3 SHIP VIA Best Way E xpiration Date 1/1/0001 PRICE $161 .18 • PRICE $143.19 .... .. PRICE $193.66 • • 1711.2 • 171 1.2 • ExtPnce $161 .18 ExtPrice $286.38 ExtPrice $580.98 QUOTE# QUOTE DATE QUOTED BY JOB NAME LINE# 400-1 10/5/2008 JohnLupfer ORDER DATE ORDERED BY JOB SITE INFO JohnLupfer DESCRIPTION QUANTITY VX1 Patio Door, XO, 71.5 X 79.5, Taupe Exterior, CozE (LowE) Tempered 3/4" Insulated with Breather Tubes, Rough: 72 X 80 Room Location: GREAT ROOM UValue: 0.34 Solar Heat Gain 0.32 Overall Unit 71 1/2" X 79 1/2" Visible Light Transmittance 0.6 1 LINE# DESCRIPTION QUANTITY 4 oo -2 Patio Door Taupe Standard Screen 1 Room Location: None Assigned LINE# DESCRIPTION QUANTITY 400 _3 Patio Door Handle Single Point Hardware, Taupe Handle 1 Room Location: None Assigned LINE# DESCRIPTION QUANTITY 500-1 VLS Single Vent Slider, XO, 23.5 X 35.5, Taupe Exterior, CozE (LowE) . Obscure 3/4" Insulated with Breather Tubes STC SS over SS, Screen per unit(s) 1, Style Lock Hardware Rough: 24 X 36 Room Location: MASTER BATH UValue: 0.34 Solar Heat Gain 0.31 Overall Unit 23 1/2" X 35 1/2" Visible Light Transmittance 0.57 1 SHIP VIA Best Way Expiration Date 1/1/0001 PRICE ExtPnce $455.02 $455.02 IH_ " 71112 PRICE ExtPrice $0.00 $0.00 PRICE ExtPrice $0.00 $0.00 PRICE ExtPrice $92.58 $92.58 r-- $j "" 11 l Cl I> -23 112 ~ ·-.-QUOTE# QUOTE DATE QUOTED BY JOB NAME LINE# 600-1 LINE# 700-1 10/5/2008 JohnLupfer ORDER DATE ORDERED BY JOB SITE INFO JohnLupfer DESCRIPTION QUANTITY VLS Single Vent Slider, XO, 47.5 X 47.5, Taupe Exterior, CozE (LowE) 3/4" Insulated with Breather Tubes STC SS over SS, Screen per unit(s) 1, Style Lock Hardware Rough: 48 X 48 Overall Unit 47 1/2" X 47 1/2" Room Location: GARAGE -OPTION UValue: 0.34 Solar Heat Gain 0.31 Visible Light Transmittance 0.57 1 DESCRIPTION QUANTITY VLS Single Vent Slider, XO, 59.5 X 59.5, Taupe Exterior, CozE (LowE) 3/4" Insulated with Breather Tubes STC SS over SS, Taupe 5/8" Flat 4W4H Rectangular Grids, Screen per unit(s) 1, Style Lock Hardware Rough: 60 X 60 Room Location: DINING UValue: 0.34 PROJECT Vonburg Solar Heat Gain 0.28 Overall Unit 59 1/2" X 59 1/2" Visible Light Transmittance 0.51 QUOTE 474 Lodgepole 1 1--omments: We Appreciate Your Business! Paee 3 Of 3 SHIP VIA Best Way Expiration Date J/1/0001 PRICE ExtPnce $143.19 $143.19 • • t1112 PRICE ExtPrice $221.78 $221.78 • • 9:11/2 - Customer Sub $1,941.11 Labor: $0.00 Freight: $0.00 ax: $148.49 [fOTAL: $2,089.60 December 26, 2008 Todd Von Burg Consult to Build 1211 Signal Rock Road Grand Junction, CO 81505 Foundation Structural Observation Report 474 Lodgepole Circle Battlement Mesa, Colorado ~ ARG1t-5 LNGINt-t-RING I 27 C1unnison Avenue C1rand, ]unction, ( ~0 8 I 50 I p-\910) 255-6788 mail@nrchesen,e;ineerin,e;.com This letter presents a summary of the items reviewed in the course of the structural observation site visits. Construction was in general accordance with plans. Structural Observation Site Visits December 4, 2008-Footings December 11, 2008 -Stem walls and interior footings Thank you for the opportunity to be of service. Please contact me with any questions regarding the contents of this report. COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Permit No. _1/,L,/jl-l__,c_Z~?=------------ I have this day inspected this structure and these premises and found the following corrections needed: AltZ!ZtO 7Zct.?.:s P/Ac;!IIG= -/.::> 7-7?3 A/J£C:J7 7££A77t:P "Z..K //0;"/At::-L££) 4 2-AI &?;/£JI'I.T7tJA/ .s~P :Pc9wit/ 1/1/ c£Awc:.s-eAc.e: -;?Auc; tzoDt( 0 Call for Re-lnspection 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date /-Z. ?' 20 O'? Building Inspector --~y2~;;::~"'!';-~r:_____:~f:i,_:::::~~~c~'~""'~~::::::==----­ Phone (970) 945-8212 COU"'TY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at 111 ~ Permit No. ~.!-L/J:L-'/14k=-------------- I have this day inspected this structure and these premises and f~d the foltowing c~ection!j! needed: ') atfo.,f ~~ MA-<~ r&/VU-?<---- /tf 0 Call for Re-lnspection 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date /-2-5 20 c/j Building Inspector _ ____,A0v\C1..<:__:_~~-----------­ Phone (970) 945-8212 COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at 11</ ~#¥~ Permit No. /// 1"J- I have this day inspected this structure and these premises and found the following corrections needed: o~~~&L-;? ~~~~1 ~all for Re-lnspection 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date 3--B J 20 0 '1 Building Inspector _ _!_'.JQU;<:=~'---""'-"~c:/'+--~-=--=::::::....«-c{-"<. ,------- Phone (970) 945-8212 No. --1--1-IJ_._\ r"J~d---.~. _ (continue on back) BUILDING PERMIT GARFIELD COUNTY, COLORADO INSPECTION WiLl NOT BE MADE UNLESS HliS CARD IS POSTED ON THE JOB PermitNo._/0-+J__,_{ t_d--___ _ AGREEMENT In consideration of the issuance of the permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection oft he proposed structured for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building department and IMMEDIATELY BECOME NULL AND VOID. :::=::: ... ~!~.rmt~~~ :f?.lrt!~hUfe, owner _lulqep?le J!Fe _ contractor 1QtJd J2. Voof;urj Building Permit Type $Zfs\ etrtitt I This Card Must Be Posted So It Is Plainly Visible From The Street Until Final Inspection INSPECTION RECORD Foot I Driveway ~ 1\ .r. ;~ 5 /, / 1:~ .;,,-:.< D/()~~~ :::> #h-/#88 /foundation I Grouting Insulation ·;-7:. "1-c:> 7' 9d!-. ·:-~~;~.:>;:;:~ .. -c.~~~~----/ :_,/;,-'/ /; Underground Plumbing Drywall :Z-3/0 q /Ori\ Rough Plumbing Electric Final(~pector) 3 '30-0f ) -:)-')-oq /J#v (Priortofin(('/ -~L Q/<.. -Rough Mechanical Septic Final ,_ J''r01 ~ ~ Gas Piping FINAL £/-3-VCJ I ~?-'7191 fJWv f()r(\__ Electric Rough (by State Ins~ (You Must Call For Final Inspection} j--1.2---o:J (;(~ . yY (PriortoFraming) ~ / Notes Framing z!: l cfdt . -0-o-. "~ -c; '7 c;:"C?<?. (to inc~Mofin plac~ Windows & Doors installed & Fires topping in place) THIS PERMIT IS NOT TRANSFERABLE For Inspection Call970-384-5003 Office 970-945·8212 108 8th Street, Suite 401 Glenwood Springs, Colorado 81601 APPROVED I \ l-; l ~ DO NOT DESTROY THIS CARD lfffC £ Date ________ ~-~--'~-~--------------BY~r.~~~r~~~rl-1;1~~~~--------- PROTECT PERMIT F WEATHER DJ_,AGE (DO NOT LAMINATE) Parcel Detail Page 1 of3 Garfield County Assessor/Treasurer Parcel Detail Information Assessor/Treasurer Pro[2ert)' Search I Assessor Subset Que!)' I Asses:>Qr_Sa,l_e_s_Searcb Clerk & RecorderRe~J;[2tion Search Basic Building CbJJxacteristics I Tll.x Information ParceLDe.!ll.il I VahKD_elail I SalesJ)_etail I Residential/CommerciaLlrnprovement !letail Land Detail I PhotQgraphs I Mill Leyy Revenues Detail I Tax Area II Account Number II Parcel Number II 2007 Mill Levy I I 080 II R800145 II 240718318005 II 38.002 I Owner Name and Mailing Address ILODGEPOLE, LLC 18900 WEST 35TH AVENUE IWHEATRIDGE, CO 80033 Assessor's Parcel Description (Not to be used as a legal description) ISECT,TWN,RNG:18-7-95 SUB:STONE IRIDGE SUB-DIV BLK:4 LOT:5 IPRE:R490494 AND/THRU:T TO:R490575 IBK:0601 PG:0658 RECPT:746458 IRECPT:746457 RECPT:746456 BK:1097 IPG:0646 BK:I005 PG:0897 BK:0769 IPG:0518 Location I I I I I I I I I I I Physical Address: IJLODGEPOLE CR PARACHUTE I I Subdivision: II sTONE RIDGE SUB-DIV I I Land Acres: llo I Land Sq Ft: 119,864 I I Section II Township II Range I II II l1 http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=240718318005 10/24/2008 Parcel Detail II I I I I 18 7 II 95 II 2008 Property Tax Valuation Information II Actual Value II Assessed Value I Land: 42,oooll 12,1801 Improvements: II oil 0 Total: 42,oooll 12,1801 Most Recent Sale Sale Date: 11~4/~1~11~20~0~8========1 Sale Price: 1178,000 Additional Sales D.etail Basic Building Characteristics Number of Residential lo I Buildings: Number of Commllnd lo I Buildings: No Building Records Found Tax Information Tax Year Transaction Ty(!e II Amount I 2007 Tax Payment: Second Half II ($231.44)1 2007 Tax Payment: First Half I ($231.44)1 2007 Tax Amount $462.881 2006 Interest Payment ($4.04)1 2006 Interest Charge $4.041 2006 Tax Pa}:'ment: Whole ($404.24)1 2006 Tax Amount II $404.241 2005 Tax Payment: Second Half II ($262.74)1 2005 Tax Payment: First Half II ($262.74)1 2005 Tax Amount II $525.481 2004 Tax Payment: Second Half II ($207.56)1 II II http://www.garcoact.com/assessor/parcel.asp?Parce1Number=240718318005 Page 2 of3 10/24/2008 Parcel Detail 2004 II Tax Payment: First Half II ($207.56)1 2004 II Tax Amount II $415.121 2003 II Tax Payment: Second Half II ($231.07)1 2003 I Tax Payment: First Half I ($231.07)1 2003 Tax Amount $462.141 2002 Tax Payment: Second Half ($234.36)1 2002 Tax Payment: First Half ($234.36)1 I 2002 Tax Amount $468.721 I 2001 Tax Payment: Second Half ($219.38)1 2001 Tax Payment: First Half ($219.38)1 2001 Tax Amount $438.761 2000 Tax Payment: Second Half ($229.63)1 2000 Tax Payment: First Half ($229.63)1 2000 Tax Amount $459.261 1999 Tax Payment: Second Half I ($185.42)1 1999 Tax Payment: First Half II ($185.42)1 1999 II Tax Amount II $370.841 Mill LeY)' Revenues Detail fu ofP<Jg~ Assessor Database_ Search Oj:1tions I Treasurer Databa.se_s~rn-£h. OI1tion~ Clerk.& Recorder Database Search Oj:1tions Garfield Coun!y_Hg.m~l'ag~ Page 3 of3 The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2005 -2008 Good Turns Software. All Rights Reserved. Database & Web Design by Good Turns Softwar_e. http://www.garcoact.com/assessor/parcel.asp?Parce1Number=240718318005 10/24/2008