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HomeMy WebLinkAboutApplication-PermitProject Address Garfield County Building & Planning Department 108 8th Street Suite 401 Glenwood Springs, CO 81601 - Phone: (870)945-8212 Fax: (970)384-3470 Parcel No. Subdivision Section Township Range CR 315 Rifle, CO 81650 - 240131100192 Owner Information Address Phone Cell Shideler land and cattle company, 1.1.9667 CR 315 Rifle CO 81650 9708762757 Contractors) Phone Primary Contractor Jonathan Todd (970)984-35533 Yes f_4d 1 q `to /-7°i 5 -1 .57 Proposed Construction/Details sit on unfinished basement with attached garage. FEES DUE Fee Amount Plan Check Fee $1,450.38 Residential Building Fee $2,23135 Total: $3,681.73 Valuation: Total Sq Feet: $ 320,080.88 4486. FEES PAID Inv; Total Paytype Amt Paid Amt Due Inv # BLRE-9-09-19734 $ 3,681.73 Check # 400496 Credit Card $1,406.72 $2,275.01 $ 0.00 Required Inspections: For Inspections call: 1(970)384-5003 Inspection IVR See Permit Record Building Department Copy Tuesday, October 27, 2009 2 int tn� r q "! 0. tias �' L -11 1-0.306 1A9: `k GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8th Street, Suite 401, Glenwood Springs, Co 81601 Phone: 970-945-8212 / Fax: 970-384-34701 Inspection Line: 970-384-5003 www.ttarlield-county.com 1 Parcel No: (this information is available at the assessors office 970-945-9134) b0-04/ aj ' �� Cityy) 2 Job Adiess: (if an addr s has not been assigned, lease pr vide Cr, Hwy or Street Name && or legal desert hon .m ) 1 Ot 3 (5 i �. g ;6 �o 3 i tN Block. No: Subdi Exemption: 4 wner: (property owner) 3 pLryL.i r^ ..5,Lk.t c�4- - Mailing Address: 1''lvld7 Lid 3305. ?'fir,. . Co. Ph:. g7(y.V 1 -Z 75 Alt Ph; ti. -►a • ipl 'a - to 5 Contractor: c ..". Mailing Address: ALLY 341 ®nsq .Dr" a: Ph:Alt q-1010-3."-),,1 -., Ph: fbt.,wF i,'2$" . 6 Architect / Engineer: �.r , d bn ! �r . 44- ,n5'cc 5 PC, Mailing Addres.: lig 6.51,-.3,-A 54, Q., t -It.. to 611,-1' Ph: q 7° 6z os -sr, Alt Pb: 7 Sq. Ft. of Building:. Z, 14 i F e: *`,... F 144 On• �ri, 1 Sq. Ft. or Acres of t: -Z-Pker(--,- 5.~i- o, .r� Height: 2-101-b`it,n No of Floors: 2 inn 4 " Ir 8 Use of Building: @ cV . 9 Describe Work:Nyi6 ,' i 10 Class of Work: )(New o Alteration o Addition 1I Garage: /Attached o Detached Septic: VISDS o Community 12 Driveway Permit; Owners valuation of Work: $•., Authority. This application for a Building Permit must be signed by letter of authority, signed by the Owner, must be provided A Building Permit cannot be issued without proof of Multiple separate permits may be required: (1) State NOTICE the Owner of the property, described above, or an authorized agent If the signature below is not that of the Owner, a separate with this Application, legal and adequate access to the property for purposes of inspections by the Building Department. Electrical Permit, (2) County ISDS Permit, (3) another permit required for use on the property identified above, e.g. State or Discharge Peril. authorized is not commenced within 180 days alive date of issuance and if work is suspended or abandoned for a period of 180 CERTIFICATION contained above is true and correct, 1 understand that the Building Department accepts the Application, along with the plans based upon my certification as to accuracy. a Building Permit will be issued granting permission to me, as Owner, to construct the structure(s) and facilities detailed on and my agents will corn;fly with provisions of any federal, state or local law regulating the work and the Garfield County Building Regulation(s)). I acknowledge that the Building Permit may be suspended or revoked, upon notice from the County, 'Title location, arc not in compliance with County Regulation(s) or any other applicable law. described above, to inspect the work, 1 further acknowledge that the issuance of the Building Permit does not prevent the if any, discovered atter issuance; or (2) stopping construction or use of the structure(s) or facility/Cies) if such is in violation the work by the Building Department do not constitute an acceptance of responsibility or liability by the County oferrors, omissions compliance with federal, state and local laws and County Regulations rest with me and nay authorized agents, including without THE NOTICE & CERTIFICATION ABOVE: C( / 7/ a q, DATE Legal Access. Other Permits, County Highway/ Road Access ora State Wastewater Void Permit. A Building Permit becomes null and void if the work days after commencement. I hereby certify that 1 have read this Application and that the information and specifications and other data submitted by me or on my behalf (submittals), Assuming completeness of the submittals and approval of this Application, the submittals reviewed by the Building Department. In consideration oldie issuance of the Building Permit, I agree that 1 Code, ISOS regulations and applicable land use regulations (County construction or use of the structure(s) and fhcility(ies). described above, I hereby grant permission to the Building Department to enter the property, Building Official from: (I) requiring the correction of errors in the submittals, of County Regulation(s) or any other applicable law. Review of this Application, including submittals, and inspections of or discrepancies. As the Owner, I acknowledge that responsibility for limitation rely architect designer, engineer and or builder. I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND . - ...e..--- .-84,04"-- OWNERS SIGNATURE oq cal Do ,i( (011 ' oc, STAFF USE ONLY Special Conditions: Adjusted Valuation: ' Plan Check Fee: 111.510.%3,7t Permit rFee: i� � *S. ". Manu home Fee: Misc Fees: ISDS Fee: Total Fees: 354 ;--1 Fees Paid: Balance Due::q(*L.'N & Issue Date: ISDS No & Issued Date: Setbacks: OCC Group: ttZo Const Type: t120 Zoning: PN BL DEPT: 1/V611 PLNG EPT: \IiikA 41111APPROVAL DATE APPRAL ATE 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. .-mow. �.... --�hr�-*-- OWNERS SIGNATURE Bapplicationdecenaber2007 %/o y DATE Applicant: Job Address: Subd- Lot/block: FEE ESTIMATE FOR S/F STICK BUILT HOMES (ALL FEES ARE ESTIMATES UNTIL FINAL PLANS ARE REVIEWED) K_QAN- 7-6,461 GHQ Sc.c.a+ 31 11-0,4' h:A 1Qa32 6.4(-.'rzU to. La, FINISHED LIVING SPACE: UNFINISHED BASEMENT: CRAWL SPACE: GARAGE: L\ sf X 74.68= Oci,1t4 /R L -I sf X 41.00= - q,' sf X 9.00= sf X 18.00= 1L2, UNCOVERED PATIO/DECK: sf X 12.00= COVERED PATIO/DECK: t 0°4 sf X 24.00= ZL ,Daic2.00 mise SE.b0 sc 1)e t, .vo to, 0%000 MISC: TOTAL VALUATION: 3201pgd., g, THIS SECTION WILL BE DETERMEND BY GARFIELD COUNTY BUILDING & PLANNING PLAN REVIEW FEE: 1 L\DI .l 2 PERMIT FEE: 2-110'tS TOTAL: SEPTIC= PERMIT: PERC: A)e4{1 C.z4A,•/ 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 Dept trent. TWO (2) SETS OF CONSTRUCTION DRAWINGS & TWO (2) SITE PLANS MUST BE SUBMITTEDFOR 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. 1 Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line and original grade. A section showing in detail, from the bottom of the footing to the top of the roof, 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 in compliance with the 2003 IRC, and 2006 IECC. 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each comer of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. (NOTE Section: 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the envelope. Yes 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying for a building permit on is located on a 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 propertie ), streams or water courses? Yes 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes 2 5. Have you provided any RESOLUTIONS and/ or LAND USE PERMIT(S) associatedwith this property? Yes if Yes please provide a COPY. No� 6. 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 7. 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 8. Do the plans indicate the location and size of ventilatio openings for under floor crawl spaces and the clearances required between wood and earth? id Yes No 9. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits? Yes i No 10. 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 11. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes 12. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes / 13. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes 14. 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 /0( 3 15. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase 11 certifications or phase II EPA certification? Yes No doX 16. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes No oK .17. 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? 18. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes 19. 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 it No 20. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes 21. 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 i' 22. 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 ,(, 23. Will this be the only residential structure on the parcel? Yes No If no -Explain: 24. Have two 2 complete sets of construction drawings been submitted with the application? Yes 4 25. Do you understand that the minimum dimension a home can be on a lot is 20ft.wide and 20ft. long? Yes 26. Have you designed or had this plan designed while considering building and other construction code requirements? Yes 27. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes ." 28. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the yerfield County Building Department? Yes 29. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes 30. 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 31. 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 clay? Inspections will be made from 7:30 a.m. to 3:30 p.m. Monday through Friday. Inspections are to be called in to 384-5003. Yes No 32. 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 33. 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 oX 5 34. Are you aware that the Perrnit Application must be signed by the Owner or a written authority being given for n Agent and that the party responsible for the project must comply with the IRC? Yes 35. 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 leX 36. 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 it 37. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes nU (please check with the building department about this requirement) 38. 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 39 . 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 le 40. If you anticipate obtaining a water tap from the City of Rifle, please provide a letter indicating that the City will provide water service. No building permit application will be accepted without such a letter.XA Yes I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. Signature of Owner 41///0-9 Date Phone: $ n -2 7.. 7 (days); (019- 4 246 (evenings) 6 Project Name: SLS,., CNC r Li' e Project Address: S�t...-2b+ t-rova6.5 ;t5 1 t' c. ZZs L,c r4 tr\ LO. tdiOroM7 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. bpminregsfMar2009 7 General Information_'s Building Plan Review Description of Work: sff on unfinished basement with attached garage. Bin #: B-5 Location Address: 009667 CR 315 SILT, CO 81652 Contacts Case Manager: Ken Smith Pan Case Number: BLDG -9-09-6099 Parcel: 240131100192 Application Date: 09/09/2009 0 Owner: Shideler land and cattle company, LLC Applicant Shideler land and cattle company, LLC Applicant Phone: 9708762757 Email: Building Engineered Foundation Driveway Permit ' Surveyed Site Plan Septic Permit and Setbacks Grade/Topography 30% Attach Residential Plan Review List Minimum Application Questionnare Subdivision Plat Notes Fire Department Review Valuation Determination/Fees i -Red Line Plans/Stamps/Sticker Attach Conditions _..Application Signed ' Plan Reviewer To Sign Application _ _--__ ParcellSchedule No. 40# Snowload Letter - Manu. Homes `' Soils Report PlanninglZoning Property Line Setbacks 30ft Stream Setbacks Flood Plain 1 Building height mooning Sign -off Road impact Fees HOA/DRC Approval Grade/Topography 40% Planning Issues Subdivision Plat General Comments: Thursday, September 10, 2009 • .✓ Garfield County Road and Bridge Department P.O. Box 426 Rifle, CO 81650 Phone -(970)625-8601 Fax- (970)625-8627 To: Invoice Driveway Permit Number: GRB09-D-36 Invoice Date: 7/15/2009 Spencer Schidler 9667 CR 315 Silt , CO 81652 $75.00 per Driveway Permit. Driveway Permit Fee: $75.00 Total Due: Thank You! $75.00 \e- Garfield County Application for Driveway Permit Person Obtaining Perr it: Mei— 1. Permit Number: GRBO9-- -b Application Date: ©°7/ 15 09 Termination Date: C28/ice/a9 County Road Number: ,316 District: 3 Inspector: 0, (you_ 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, 315 , located on the 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 separai:ing driveways if more than one approach. 7. Setback distance of building(s) and other structure irnprovernents. 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 necessary to remove any right-of-way fence, the posts on either side of the entrance shall be surely braced before the fence is cut to prevent any slacking of the 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 forth 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. 1. Driveway Width - /0J /1 Special Conditions: 2. Culvert required?Size: /n 3. Asphalt or concrete pad required? " Size of pad. 4. Gravel portion required? 'i'10 Length: S. Trees, brush and/or fence need to be removed for visibility? 6. Distance and Direction: 7. Certified Traffic Control Required? . i 8. Work zone signs required? yes 9. Stop sign required at entrance to AJt 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 by the Board of County Commissioners. (\ Signed: . Addie s: a �. 7e 3'�� ', C-t� �C�S ia: + ltra1/4 1-1 .Telephone Number: ___.... t' L ,1 Z i 4 Permit granted . S ubject to the provisions, specifications and conditions stipulated herein. For Board of County Commissioners' of Garfield County, Colorado: (ork, Representative of Garfield County Road and Bridge Signature Specifications 1. A driveway approach is understood to be that portion ofthe 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. A11 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 (100) feet. Additional entrances or exits for parcels having a frontage in excess of one hundred 100) feet shall be permitted 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 not encroach 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 shall have a width greater than twenty (20) feet measured at right.angles to the centerline of the driveway, except as increased by pet.inissible 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 less 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 normal 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 will 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 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 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): t/ I am a United States citizen, or I am a Permanent Resident of the'United States, or I am lawfully present in the United States pursuant to Federal law. I understand that this sworn statement is required by law becaus 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 41 day of „gym , 2009. CO T ACTOR: (Contra tor Full Legal,Name) By Signatu`e of Authorized Rep Sz -rS -1? z8 FEIN or Social Security Number Title Permit Number: GRB06-D-9 Exhibit A FHEPWORTH - PAWLAK GEOTECHN1CAL August 7, 2009 Jonathan Todd 344 Dragonroot Drive New Castle, Colorado 81647 i lepworth-Pawlak Geatechnicai, Inc. 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 970-945-7988 Pax: 970-945-8454 email: bpg,ec i8bpgeotech.com Job No.109 232A Subject: Subsoil Study for Foundation Design, Proposed Residence, TBD County Road 315, Marnm Creek, Garfield County, Colorado Dear Mr, Todd: As requested, Hepworth-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 July 14, 2009, The percolation testing was not performed at your request. The backhoe was provided by the owner. The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered are presented in this report. Proposed Construction: The proposed 2,400 square foot residence will be one story wood frame construction above a basement. A sketch of the site is shown on Figure 1. Basement floor will be slab -on -grade. Cut depths are expected to range between about 3 to 8 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 is located on the east side of County Road 315 about 1.3 miles south of the intersection with County Road 316. The property is vacant, irrigated pasture with grass and weeds. The ground surface is relatively flat with a slight slope down to the west. The hillside to the east is vegetated with pinion and juniper trees and bedrock outcrops are visible. Subsurface Conditions: The subsurface conditions at the site were evaluated by excavating three 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 one foot of topsoil, consist of sandy silty clay overlying clayey sandy gravel with cobbles and scattered boulders. A sand and clay layer was encountered at Pit 2 overlying sandy clay. Results of swell -consolidation testing performed on relatively undisturbed samples of sandy clay, presented on Figures 3 and 4, indicate low to moderate compressibility under conditions of loading and wetting. The sample tested from Pit 2 at 6/2 feet showed a Parker 303-841-7119 0 Colorado Springs 719-633-5562 0 SUverthome 970-468-1989 -2 - minor swell potential when wetted. Results of a gradation analysis performed on a sample of silty clayey sandy gravel (minus 5 inch fraction) obtained from the site are presented on Figure 5. No free water was observed in the pits at the time 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 2,000 psf for support of the proposed residence. The upper clay soils tend to compress after wetting and there could be some post -construction foundation settlement. There will be differential settlement between footings on the deeper gravel soils and the shallower clay soils. 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 bearing level extended down to the undisturbed natural soils. Exterior footings should be 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 55 pcf for the on-site soil as backfill. Floor Slabs: The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab -on -grade construction. 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 minimum 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. All fill materials for support of floor slabs should be compacted to at least 95% of maximum standard Proctor density at a moisture content near optimum. Required fill can consist of the on-site soils devoid of vegetation, topsoil and oversized rock. Underdrain System: Although free water was not encountered during our exploration, it has been our experience in the area that local perched groundwater can develop during times of heavy precipitation or seasonal runoff. Frozen ground during spring runoff can create a perched condition. We recommend below -grade construction, such as retaining walls and basement areas, be protected from wetting and hydrostatic pressure buildup by an underdrain system. The drains should consist of drainpipe placed in the bottom of the wall backfill surrounded above the invert level with free -draining granular material. The drain should be placed at each level of excavation and at least 1 foot below lowest adjacent finish Job No.109 232A Gg becin grade and sloped at a minimum 1% to a suitable gravity outlet. Free -draining granular material used in the underdrain system should contain less than 2% passing the No. 200 sieve, less than 50% passing the No, 4 sieve and have a maximum size of 2 inches. The drain gravel backfill should be at least 11/2 feet deep. 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 ofthe soils. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% ofthe maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. Free -draining wall backfill should be capped with about 2 feet of the on-site, finer graded soils to reduce surface water infiltration. 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) Landscaping which requires regular heavy irrigation should be located at least 10 feet from the building. Consideration should be given to the use of xeriscape to limit potential wetting of soils below the foundation caused by irrigation. 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. 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 Job No.109 232A. G ech -4 - 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 be of further assistance, please let us know. Respectfully Submitted, HEPWORTH - PAWLAK G TECHNICAL, INC. Louis Eller Revewed by: 4po at611 �1*1 Darnel E. Hardin, P.E. 2 443 (f(vc a4 LEE/djb :i�61U4tA6`.. attachments Figure 1 — Location of Exploratory Pits Figure 2 — Logs of Exploratory Pits Figures 3 and 4 — Swell -Consolidation Test Results Figure 5 — Gradation Test Results Table 1 — Summary of Laboratory Testing Job No.109 232A PIT 2 ■ APPROXIMATELY 0.- 500 .500 FEET EXISTING HAY STORAGE 109 232A Hepworth—Pawiok Geotechnical PROPOSED BUILDING AREA ■ PIT 3 ■ PIT 1 TO MIDDLE MAMM CREEK \ --No- LOCATION OF EXPLORATORY PITS Figure 1 Depth - Feet 0 5 10 LEGEND: N PIT 1 ELEV. = 100' +4=65 ..1\{ -200=14=24 11=24PI=5 PIT 2 ELEV. = 99.5' WC=9.1 DD=88 WC=11.8 DD=89 TOPSOIL; organic sandy clay and silt, firm, moist, dark brown. CLAY (CL); sandy, medium stiff, moist, brown, calcareous. SAND AND CLAY (SC); silty, gravelly, medium stiff, moist, brown. .9.0` Q+ ;PO GRAVEL (GC); clayey, silty, sandy, dense, moist, brown. 2' Diameter hand driven liner sample. .. E E Disturbed bulk sample. PIT 3 ELEV. = 99' 0 5 10 NOTES: 1. Exploratory pits were excavated on July 29, 2009 with a Cat 420D backhoe. 2. Locations of exploratory pits were measured approximately by pacing from features shown on the site plan provided. 3. Elevations of exploratory pits were measured by hand level based on the ground surface at Pit 1 assumed elevation equals 100'. The logs are drawn to depth. 4. The exploratory pit locations and elevations 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 (%) -200 = Percent passing No. 200 sieve DD = Dry Density (pcf) LL = Liquid Limit (%) +4 = Percent retained on the No. 4 sieve PI •— Plasticity Index (%) 109 232A Hepworth—Pawlak Ge°technical LOGS OF EXPLORATORY PITS Depth - Feet Figure 2 Compression % Compression % 0 1 2 0 1 2 3 Moisture Content = 21.1 percent Dry Density = 96 pcf Sample of: Sandy Clay From: Pit 1 at 7Y Feet No movement upon wetting 0.1 1.0 10 APPLIED PRESSURE - ksf 100 Moisture Content = 9.1 Dry Density = 88 Sample of: Silty Clay From: Pit2at4Feet percent pcf No movement upon wetting 0.1 1.0 10 APPLIED PRESSURE - ksf 100 109 232A Hepworth--Pawlak Geotechnical SWELL -CONSOLIDATION TEST RESULTS Figure 3 Compression - Expansion % 1 0 2 4 5 6 • Expansicn upon wetting Moisture Content — 11.8 Dry Density = 89 Sample of: Sandy Clay From: Pit 2 at 6'/ Feet it percent pcf 0.1 109 232A 1-4 1.0 Hepworth—Pawlak Geotechnical 10 100 APPLIED PRESSURE - ksf SWELL -CONSOLIDATION TEST RESULTS Figure 4 WAYl l *f111 .HYDROMETER ANALYSIS H� TIME READINGS U.S. STANDARD SERIES 0 45 MIN. 15 TIME 60MIN19MIN.4 MIN. 1 MIN. #200 #100 #50 #30 #16 #8 SIEVE ANALYSIS 10 20 30 40 50 60 70 80 90 • CLEAR SQUARE OPENINGS #4 318" 3/4" 1 112" 3" 5"6" 8" 100 90 80 70 60 50 40 30 20 10 100 , 0 .001 .002 .005 .009 .019 .037 ,074 .150 .300 .600 1.18 2.36 4.75 9.5 19.0 37.5 76.2 152 203 12.5 127 DIAMETER OF PARTICLES IN MILLIMETERS CLAY TO SILT GRAVEL 65 % LIQUID LIMIT 2.4 % SAND FINE J MEDIUM ICOARSE SAND 21 % GRAVEL FINE 1 COARSE COBBLES SILT AND CLAY 14 % PLASTICITY INDEX 5 % SAMPLE OF: Clayey Silty Sandy Gravel with Cobbles FROM: Pit 1 at 7 to 9 Feet 109 232A GRADATION TEST RESULTS Figure HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 1 SUMMARY OF LABORATORY TEST RESULTS Job No. 109 232A SAMPLE LOCATION NATURAL MOISTURE CONTENT (%) NATURAL DRY DENSITY (Pc) GRADATION PERCENT PASSING NO. 200 SIEVE ATTERBERG LIMITS UNCONFINED COMPRESSIVE STRENGTH (PSF) SOIL OR BEDROCK TYPE PIT DEPTH (ft) GRAVEL (%) SAND (%) UQUID LIMIT (%) PLASTIC INDEX (°/n) 1 3 10.3 99 Sandy Clay 7 1/2 21.1 96 Sandy Clay Matrix 7 to 9 65 21 14 24 5 Clayey Silty Sandy Gravel with Cobbles 2 4 9.1 88 Sand and Clay 6 1/2 11.8 89 Sandy Clay Perrni'ard Garfield County Building and Planning Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Phone: (970)945-8212 Fax: (970)384-3470 POST ON SITE Permit NO. BLRE-9-09E 1258 Permit Type: Residential Bulldtng Work Cfassificatson New..'. Issue Date: Not Issued Expires: 01 /01 /2999 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 of the 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. Residential Building a 1 -00 Parcel Owner's Name: Shideler land and # e company, LLC Job Address: CR 315 Rifle, CO 81650- "Z3. 1650- M-Y."'Nt'.SSb�[Ya+.W!GeHX't1511dnY*A4MilS(5'H::.�'fY xSPo'bLV+�'.131atif " Contractor(sl Jonathan Todd Phone Primary Contractor (970)984-3553 Yes Owner's Phone: 9708762757 Total Square Feet: 4486. Work Description: s!f on unfinished basement with attached garage. Inspection Scheduling Code Inspection,AV, > Comments .` Pass ;' Date Footers ,105�< Qo °' //-43-er Foundation Wails ' ; 1 °L)' ,/''..ta-c* Framing 3! Z,L /O /`/ l, Drywall r 1 DF,!',` ,q/��/a- - ,e a7 It ,...2,,,2•A Insulation ® �s 605 ,, 61 i°/�' JL/oy� Ao�zi i / 1 /0 110 Plumbing Rough Plumbing 610 °: 0/C i�� [ /o -/J-// Gas 62b.. ' �G, l'`(1‘ /0-/-7'A 4 aim/ ,/if, P/f 5 0K P iom ab,e41g4:18' 0„/, /0-1/7/0 loo/ A ,9/4te ow/ / 7 7-0:5 -71601DDITIONAL INSPECTIONS MAY BE REQUIRED POST THIS IN CONSPICUOUS PLACE WHEN CONSTRUCTION IS STARTED ri e7/‹.. —767 2e,'/ f? c/exte:--- Asrs- 10 t 4 710 frt.'. 7` 014_ i Iv/ 77 'A O, ''776B2710/26/200911:22:29 AM Page 1 of 2 Jean Aiberico, Garfield County, Colorado Rec Fee: $11.00 Doc Fee: $0.00 eRecorded OUIT CLAIM DEED THIS DEED, made this c7/ day of October, 2009, between SHIDELER LAND AND CATTLE COMPANY L.L.C. of the County of Garfield and the State of Colorado, grantor, and SPENCER SHIDELER, whose legal address is 9667 County Road 315, Silt, Colorado 81652 of the County of Garfield and State of Colorado, grantee. WITNESSETH, that the grantor, for and in consideration of the sum of Ten ($10) dollars and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, has remised, released, sold and QUIT' CLAIMED, and by these presents does remise, release, sell and QUIT CLAIM unto the grantee, his heirs, successors and assigns, forever, all the right, title, interest, claim and demand which the grantor has in and to the real property, together with improvements, if any, situate, Lying and being in the County of Garfield and State of Colorado, exclusive of any and ail oil, gas and other mineral rights, described as follows: SEE EXF11EIT A ATTACHED HERETO AND INCORPORATED HEREIN BY THIS REVERENCE TO HAVE AND TO HOLD the same, together with all and singular the appurtenances and privileges thereunto belonging or in anywise thereunto appertaining, and all the estate, right, title, interest and claim whatsoever, of the grantor, either in law or equity, to the only proper use, benefit and behoof of the grantee, his heirs and assigns forever. IN WITNESS WHEREOF, the grantor has executed this deed on the date set forth above. SHIDELER LAND AND CATTLE COMPANY, LLC: By: Manager f STATE OP COLORADO ) ) ss. COUNTY OF GARPI 3LD ) s The foregoing instrument �_��y✓ as acknowledged before me on this 071qday of 2009, by �o ff�/ —5 / e - as Manger of Shideler Land and Cattle Company, L.L.C. Witness my hand and official seal. My commission expires: Public EXHIBIT A A parcel of land situated in Section 30, Township 7 South, Range 92 West of the Sixth Principal Meridian, being more particularly described as follows: Commencing at a found 3 1/2" USGLO Brass Cap, on a 3" diameter pipe, marking the Southeast'Corner of Section 36, Township 7 South, Range 93 West of the Sixth Principal Meridian N00°23'24"W 4578.78 feet to a point Monumented by a 2 1/2" USGLO Brass Cap on a 1" diameter pipe, marking the West 1/4 of Section 30, Township 7 South, Range 92 West of the Sixth Principal Meridian; thence S50°34' 35"E 1701.50 feet to THE TRUE POINT OF BEGINNING; thence N21°09' 36"E 147.62 feet; thence N40°26'24"E 25.83 feet; thence N30°52'54"E 136.17 feet; thence N17°26'27"E 243.68 feet; thence N58°25'00"E 989.51 feet; thence. N21°46'44"E 533.49 feet; thence N21°54'28"E 396.88 feet; thence N22°25"58"E 84.26 feet; thence N40°28'51"E 169.11 feet; thence S00°17'14"W 997.67 feet; thence S02°54'07"E 1118.64 feet; thence N89°51`09"W 1604.86 feet; to the POINT OF BEGINNING, containing 35.154 acres more or less. Account Page 1 of 1 Account: R082546 ueation Own.er Information Ass.eSsorenfiiiitkrY, Parcel Number 2401-304-00-290 Owner Name SHIDELER, SPENCER Actual (2010) $6,700 Situs Address Owner Address 9667 COUNTY ROAD 3115 Primary Taxable $1,940 City Silt Tax Area: 024 Mill Levy: ZipCode 81652 SILT, CO 81652 45.0980 Tax Area 024 - 211D -RF - 024 Type Actual Assessed Acres Legal Summary Section: 30 Township: 7 Range: Land 56,700 51,940 35.154 92 A TRACT OF LAND IN THE NW4SE4, SW4NE4, NE4SE4 Transfers Sale Price Sale Date Doc Type Rook Page 1Q/2012019 Q.CD 10t20/2P9 SA Q5.0/201$ &OW 0.6.124/20_01 ROW TAX 1,1is_torY Images Tax Year Taxes " QLS 2010 587.48 2009 No Tax Values https://act.garfield-county.corn/assessor/taxweb/accountjsp?accountNum=R082546 1/24/2011