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Application-Permit
Garfield County No. I 10614 I Building & Sanitation Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office 945-8212 Inspection Line 384-5003 pv....afii"" ;J_l({) 7-0S3~ 0 J.. ~oo y JobAddress: S/{ ~\VJ~.i0-1. /t~~ cb~lb35 Locality:dit-Lf ~~ ~ fMjh/w--t~ Wde ~ ~, cL UseofBuildingo 6/f' ~eM~~ 1J:·~<f-~""f.!.~ owner: J)cm &Jw]Yl ' ~ (1 , --e • Amount of Pe•mlto ()_ 7 (, (, , q 7 Dateo ~9, ;;( 6[) 7 Cle•ko C~ ~ GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8'" Street, Suite 401, Glenwood Springs, CO 81601 Phone: 970~945-8212 I Fax: 970-384-3470 I Inspection Line: 970-384-5003 Permit No: --+-"{0"'--<o'-L(_cjt-· A SEPARATE ELEC1RICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO. 'THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHLN 180 DAYS,. OR, IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. l HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE COMPLETED WITHIN wHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY 1D VIOLATE OR CANCEL 11:\E PROVISIONS OF ANY OTIIER STATE OR LOCAL LAW CONSTRUCTION OR THE PERFORMANCE OF )it Site Plan Adjusted 0 D Single 0 Double Home: ISDS No. & Fee: AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER COJ'.;"TRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER 'fO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPI!";ClFICATIONS SUBMIITED TO AND REVIE\iVED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF TI·IIS PERMIT. THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELI? COUNTY PURSUANfTO AUTHORITY GWEN LN 30.28.201 CRS AS AMENDED. THE SIGNER FURTI-IERAGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED wrrn IN THE LCOATION, ERECTION. CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON Pl.ANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS. SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WI-lEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF TIHS JURISDICtiON. THE REVIEW OF SUBMI'ITED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIELD COUNTY FOR ERRORS. OMISSIONS OR DISCREPENCIES. THE RESPONSI BILI'IY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTHUCTION RESTS SPECIFICIALLY WITI·I THE ARTlCTECT. DESIGNER. BUILDER. AND OWNER COMMEN1S ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST. /) 7 ~b V\_ ( ' Fee I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL.); ' • 'g-6 · O'f-()lit~ d--:31~ f<'. /b ?-C). 6-;r--JF ,;;~~Lf '¥( ;oj o? The following items are required by Garfield County for a final inspection: I. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. All bathrooms must be complete, with washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all IBC and IRC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made; 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. 9. If you will be connecting to a public water and/or sewer system, proof of the tap fees have been paid and the connections inspected by the service provider prior to issuance of a C.O. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****A CERTIFICATE OF OCCUPANCY MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy ;:se {;d the issuance of a t I Certifiook of ']6 <he dwelliog oodm boilili"E p~i<# CJ ('-f li ?-~ ·-Cf I Signature Bpapplicationoctober2006 Date ···VALUATION/FEE DETERMINATION A.J}plicant · \),.).y · Sc "'-oo,v A'ddr.ess S !I lf\'lp.lloov-J U2 ee\-' Date f5:<2-) -o1 · Finished (Livable Area): ·>Main· {Jpper • Lower . Other Total Square Feet ~ 3 30 )( {lj.l. fl' ·Valuation ) 1~-\ 6 0 tl c..(o '<Basement: I "' · Unfinished Conversion of Unfinished to Finished 'Plan Check Fee for Conversion . Valuation •··Garage: '13o ·x _ Valuation · Iff . Crawl Space: Valuation Decks/Patios: Covered 5 (o<) X '2 vt z::- Valuation Open · Valuation Total Valuation 13 1'-\0 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. · Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Applicants are required to indicate appropriately and to submit the completed checklist at time of application for a permit. Plans to be. included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with I 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 p.my be required. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. wind speed, wind exposure B or C, and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IRC. 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each comer of the proposed structure(s) prepared by a .licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. (NOTE Section: 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of the building envelope. as it is shown on the final plat with the proposed structure located within t~ 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 pem1it on is located on a comer lot. Special setbacks do apply. Yes 'f.. tv' A 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 }'I A 4. Does the site plan indicate the location and direction oftlie County or private road accessing the property? ~ 2 Yes X 5. Are you aware that prior to submittal of a building permit application you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department at 625-8601. Yes . A 6. Do the plans include a foundation plan indicating the size, location and spacing of all reiliforciJ!& steel in accordance with the IRC or per stamped engineered design? Yes __ }:,'-'--- 7. Do the plans indicate the location and size of ventilation openings for under floor crawl . spaces an<J. the clearances required between wood and earth? Yes __ 'l:!,_,_ __ _ 8. Do the plaris indicate the size and location of ventilation openings for the attic, roof joist spaces and,ijpffits? Yes ___ lv:..._ __ _ 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 '1., 10. Does the plan include a building section drawing indicating foundation, wall, floor, and roof constructi o,q? Yes ___ ~L"---- 11. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes X 12. Does the building section drawing or other detail include the method of positive connection of all colu~1ps and beams? Yes ___ _k"-'----- 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 flavoof? (Building height measurement usually not to exceed 25 feet) Yes. __ 4b,_,__ __ 14. Does the plan include any stove or zero clearance fireplace planned for installation including 3 15. 16. 17. 18. 19. 20. 21. 22. 23. make and model and Colorado Phase II certifications or phase II EPA certification? Yes 1-, No ---::-----:--:--: Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes No __ .LX,__ __ Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the IRC? Yes /( · No _____ _ Does the plan include a window schedule or other verification that windows provide natural light and vie tilation for a!. I habitable rooms? Yes _ No ------ 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 l No ______ _ Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes . X · No _____ _ Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision process, are building plans in compliance with all plat notes and/or covenants? Yes "'& No _____ _ Do you understand that if you belong to a Homeowners Association (HOA), it is your responsibility to obtain written permission fi·om 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 Depa1tment prior to any action by the HOA that requires either revocation or substantial modification of the plans. Yes ~ No _____ _ Will this b~the only residential structure on the parcel? Yes f'. No Ifno-Explain: ______ _ Have two (2) complete sets of construction drawings been submitted with the application? Yes 1, 4 24. Do you understand that the minimum dimension a home can be on a lot is 20ft. wide and 20ft. long? Yes X 25. Have you designed or had this plan designed while considering building and other construction code requirements? Yes '6 26. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes No ------ 27. Does the plan accurately indicate what you intend to construct and what will receive a final inspecti<w by the Garfield County Building Department? Yes /' No ____ _ 28. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes '£ ·No _____ _ \ 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,Ilermit? Yes 'f. No ----- 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 calle~jn 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 'f... No ____ _ 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 occupancXof the building? Yes _ No ----~- 5 33. 34. 35. 36. 37. 38. Are you aware that the Pem1it 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 u~p Y es. __ _,_l't__:_ __ _ 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 ofapplicable inspection. Yes "A No _____ _ Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Schedule Number for tbe lot you are applying for this permit on prior to submittal of a buildilj{} permit application? Your attention in this is appreciated. Yes "{' No _______ __ Do you know that the local fir~:Jjiistrict maY require you to submit plans for their review of fire safety issues? Yes lfJo No (please check with the building deparrn1ent about this requirement) Do you understand that if you are planning on doing any excavating or grading to tbe property prior to issuance of a building pennit that you will be required to obtain a grading permit? Yes "f.. Are you aware tbat 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 'f< I hereby acknowledge that I have read, understand and answered these questions to the ~est of ~lit:~~~ ~ ~/"' ~.~(,.-~o? Signature of Owner Date Cpo---'3iq· Si(t\ Phone: 'f~~(days); '-ttO·· '/7 lv o l.S.-,c> (evenings) Project Name: __ ~.S'-'' L"'. JJh~D"-"-o .qh~~~'-'· """'-"'.\,_•,_; "b-'6"'-f'\-'-'C..""L.""----------------- Project Address: .f// !'i .. ..,..L ... : C..r~-..Jc /)". n /J,-,ffl,_,.,"/tf f$,5.._ (o i?/c,.JJ Notes: If you have answered "No" on any of the questions, you may be required to provide this 6 information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first .position for review, delay in issuance of the permit or delay in proceeding with construction. Bpminreq November2006 7 PLAN REVIEW CHECKLIST Building hngineered Foundation ____Lnriveway Permit ____£_Surveyed Site Plan Vseptic Permit and Setbacks ~ ~rade!ropography 30% __ Attach Residential Plan Review List LMinimum Application Questionnaire _Lsubdivision Plat Notes .JI/1-Fire Department Review ~Valuation Determination/Fees ----..L'Red Line Plans/Stamps/Sticker ~Attach Conditions --t.L-Application Signed ~Plan Reviewer To Sign Application _LParcel/Schedule No. ~ 40# Snow load Letter-Man£. Hms. ~ Soils Report GENERAL NOTES: Date fC-'&1-c/] Planning/Zoning _droperty Line Setbacks _____L3oft Stream Setbacks /Flood Plain __L_Building Height _L_Zoning Sign-off ~Road Impact Fees /HOA/DRC Approval __ hade/Topography 40% ___dlanning Issues ..,/Subdivision Plat Notes 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: GRB07-D-82 Invoice Date: 7/23/2007 Dan Schoon Construction 438 North Golden Dr Silt , CO 81652 $75.00 per Driveway Permit. Driveway Permit Fee: $75.00 --------·-----····--· Total Due: $75.00 Thank You! Garfield Application for Driveway Permit Person Obtaini11g Permit: Da11 Sc!loo11 Constructio11 Applicatioll Date: 7/2312007 Cou11ty Road Number: 370G District: Silt Permit Number: GRB07-D-82 Termi11atio11 Date: 8/23/2007 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, 370G, 30' South of 511 Meadow Creek Dr, 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: I. Frontage oflot 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 I) 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 pOiiion of the driveway approach (es) even though deposited on the qriveway(s) in the course ofthe 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 Specific·ations, 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. Tbe inspection and sign off must be done prior to any CO from the Building and Planning Department being issued. 1 0) Contractor agrees to all Provisions in Exhibit A. Special Conditions: 1. Driveway Width-24' 2. Culvert required? False Size: by 3. Asphalt or concrete pad required? True Size of pad: 24ft Wide x 30ft long x 4in thick 4. Gravel portion required? False Length: 5. Trees, brnsh and/or fence need to be removed for visibility? False 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 by the Board of County Commissioners. Signed: _,/.-"';JC2:"""'~L~k~:2::==----Dan Schoon Construction Address_: .::;LJ'-'3~-t~.Nc.:..:::."':L"f.LhL-'(,"-'_.'-'f-"'j"'-',. ":o....:j::.::"":....:'...:..v...:.-<___:.f.:.:._' ~)/~C. " ? f l.. [) l. Telephone Number: 9 7 ,. -~ 7 /, ·-CJ l. S 0 Permit granted 7/23/2007, subject to the provisions, specifications and conditions stipulated herein. For Board of County Commissioners' of Garfield County, Colorado: /}jtbd-liltu iJ ) Representative of Garfield County Road and Bridge Signature Specifications I. 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 I 00 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 I 00) 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 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 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. I 0. 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%). II. 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 1 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 ver'ified 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) ' 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 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 ]0 1hday of ~f~v __ f~~~~--------20007 FEIN or Social Security Number A-< J. 1 ../' )--· (Contractor Full Legal Name) By' ;i ~~ Signature of Authorized Rep Title Permit Number: GRB07-D-82 Exhibit A BATTLEMENT MESA SERVICE ASSOCIATION ARCIUTECTURAL COMMITTEE APPLICATION & CHECKLIST (for New Home Construction projects) Homeowner: Do tJ ~t->~:a S:I..I..S' 11-.V S'C-l<i6ctJ HomeMailingAddress: 4-38 tJ 6&t..b€..<J ~IL 51%-TC..<.> J';<.,.sz.. Home Phone: 9 7~-8 7 {.,-o 2--s-o WorkPhone(ifdesired): eel( Sic;-5 /fci f)"'" 3 J q.-6 (,?!? ..S:u..J!,q-J ProjectAddress: 5'11 1?!/Hiaw c/(,K il,e Lot:__:'t._Block:-'--Subdivision:·B~OTL!-<')(!:.,;1 C"f'K. VLr!1 Production/v:HAome Plan Name (if applicable): -t:l .s-c:c ·z_ Homebuilder: ho .J S c_ 1'\ o<:> ;.1 (c. ,v .:S!&"-C\0.0 •'-' <." , <J <:... BusinessMailingAddress: tf. 3 8 AI Go'-a e..z jJ;L St L.-T p 'ill(, .J~ '2. Business Phone: 11 v · 8 7 (, -e -z-S' o Fax (if desired): 9 7 <:-• 8 7 ' ··· o z .> z... · SubrnittalDate: (j-)y.aiEstimatedStartDate: 1Jf3,/.:;·1 EstimatedCompletionDate: a./1/? ·v ,.e.L o-n ;;.. '""..., s ....t...,.. Mwt ~ '* o 6, :z.. '&' • o · 1 SUBMITTAL REQUIREMENTS: Two Copies each of items 1, 2 & 4 need to be submitted. (Check-off items attached to the Application. Fill in spaces as indicated.) I. Site Plan Drawing (1" = 1 0' or 1" = 20' scale) with the following information shown: / Lot, Block & Subdivision name. , Street Address ofProject. _...:;,t.r_ Building Setback Lines (also fill-in the shortest distance between property line to the exterior wall closest to that property line). Please be aware that all Building Setback Lines are taken from your Properly Line Pins!! Your Properly Line is NOT the Curb Line!! l Nil ../ 7 ~/ . ..;41 NA Front Setback: Left Side Setback: Right Side Setback: Rear Setback: Utility Easements. Dwelling Unit "J I .o ,,r 55' Clear Site-Line at Intersection Comer Lots. Site Grading Elevations & Drainage. Garage j First (main) Floor Height in relation to top of street curb at front-center of lot. Driveways (including width of driveway), Walkways, Patios, etc. Outbuildings. Adopted and Effective December 20, 2005 r v 2. Architectural Drawings (114" = 1' or 118" =!'.scale) with the following information shown. v Floor Plan(s) with overall dimensions (fill-in the following square foot areas). J ' tJ Ul v v cJ {II .J r;J 114 • v' -./ .v First Floor Finished Living Area: Second Floor Finished Living Area: Lower Floor Finished Living Area: Total Finished Living Area: Total Unfinished Living Area: Garage Area: 2 3 Z '1 , ~ 't square feet --..NILI1r1--'square feet ----..,IV-AL'-'.4"---"square feet 1. ·:s:Z:'l • •4 square feet -o -square feet "72. 't. 71 square feet Building Elevations Plans indicating doors, windows, exterior materials, building height, roof pitcll, roof-mounted evaporative coolers, etc. (fill-in maximum height below). Maximum building height to highest ridge line or building stroctural projection ).. 7 1 /; i' feet above top of street curb at front-center of your lot. Engineered (stamped) Foundation Plan. Outbuildings indicating dimensions, elevations and overall height to ridge line. 3. Exterior Materials (fill-in the selections below): RoofingMaterial: Asfh<vltr --3. '1tvn<M£.4\IV>,;..l Color: """Te4 -o we-vt..l' {!"''"'I~ Primary Siding Material: --~~------------Color: 'De~ir S"'ki~ AccentSidingMaterial: ··~ tf""'k Color: ________ _ Trim Material: i'...~d.flY:-----------------------Color: $!0 3o1,..8 Sqi""ee.,_;~c.{. Masonry Material: .,Vi 'A Color: ________ _ ., Stucco Materials: £1 "'Re'1 ~±y ~ Color: .Jle~ii:,v=s:k:n I$" ~;; FrontDoorMaterial: (l')e:t-c.-f. 1:rn 11J,;te.L Color: ::S. l;J3o-t'f -"'R.e:..,chev-•1/,.L GarageDoorMaterial: fl'\.eW ::J:Y>su 14 ±e£. Color:)ere,:-s-/<1.,-h, -m<.i-d-. s-t\&CC.<> COLOR SAMPLE Adopted and Effective Docembor 20, 2005 \.{('t:'\;> 1568 DEERSKIN R:.tnchcro R<:d S\'X' 3044 TAIJ 4. Landscapelrrrigation Plans with the following information: 'F ..... ~ &<Nb.'<l ;\\-.L T8 t? Planting Plan (mdicate areas ofirrigated lawn, tree placement, shrub beds, ground cover, etc.). Plant Material listing by species of trees, shrubs and grasses. Groundcover Material with weed control barrier. Fences. Other Landscape Improvements (decks, site lighting, flag poles, etc.). 5. Variance Request (if applicable) Give details below: Fv-o\1\-T 'J'"-<oks b.f h_,v.se.... t. be.-ro/12-pit~ .. Tbi 'S yt;_v-<ttvt~ LH o L<J.-.t /o-e_ itJ'WV'C-.'1v:c-0.\t~v-?\..ik-[ I Vl t-e.v-eo+ c '5 w 11-fw~-t- e )(C e.e d i '29 fb e !,. < 1 h e& ± v-v ?t,[j e-\P a~ 1:'\T e -f the v-o c -f , W ITh "v::t 6. Residential Construction Monetary Deposit: JJWe hereby acknowledge and understand that our failure to completeHomeConstrncti.on,lmprovement Projects or Landscaping Construction within the time constraints noted in Conditions 2. & 3. On Page 6 of this Application will result in a Notice and Opportunity for a Hearing before the BATTI..EMENT MESA SERVICE ASSOCIATION Board of Directors. IfJJWe are found in violation of these Conditions at the Hearing it will result in a fme to the Owner of not less than $500.00 per month for each full month in excess of the allotted completion time frame. JJWe hereby acknowledge that Home Construction or Improvement Projects or Landscape Construction features which are built in non-conformance with this full application, including the Conditions of Approval noted on Page 6 of 6 herein, JJWe will be cited by the BATTI..EMENT MESA SERVICE ASSOCIATION/ AC in written citation form at the time of discovery. In extenuating circumstances a Variance may be requested from the BATTLEMENT MESA SERVICE ASSOCIATION/AC, provided such Variance requestitemiswithin the purview and approval jurisdiction oftheBATTI..EMENTMESA SERVICE ASSOCIATION/AC. If a Variance is not granted by the BATTLEMENT MESA SERVICE ASSOCIATION/AC and if the Non-Conforming Items are not corrected within 60 days after the date of written citation, JJWe will be served Notice of a Hearing before the BATTLEMENT MESA SERVICE ASSOCIATION Board of Directors, and ifJJWe are found in violation of these Non-Conforming Items at the Hearing I!We '"ill be fined a minimum of$500.00 per Non-Conforming Item. Notwithstanding the foregoing, JJWe acknowledge that the BATTLEMENT MESA SERVICE ASSOCIATION Board of Adopted and Effuetlve December 20, 2005 Directors and/or Architectural Committee may pursue any legal remedy available in the event of a non- compliance. Failure to pay fines levied as determined at the Hearing may also result in a Lien being placed on your Property or litigation Process initiated by the BATTLEMENT MESA SERVICE ASSOCIATION Board of Directors to secure conformance with this fnll Application and its respective Conditions Of Approval. UWe understand that Architectural Committee approval does not constitute approval oftheloeal building department, drainage design or structural soundness, nor does it constitute assurance that the plans comply with all applicable codes, regulations, ordinances and laws. UWe further acknowledge that any subsequent field changes which UWe may desire to the Home Construction or Improvement Projects of this original Application Submittal and the original Conditions of Approval issued by the BATTLEMENT MIJ;SA SERVICE ASSOCIATION/AC will require an additional Revised Application Submittal on our behalf, and that UWe will not proceed with any subsequent field changes until a Revised Conditions of Approval have been issued to us by the BATTLEMENT MESA SERVICE ASSOCIATION/AC. Owner's Signature(s): __ -L.;L-'=":!<2..-_,,Jq.... . ..,:J~<:.,'<l<~>P"""-"'>,-,-------- Owner's Printed Names: ---4/)./-Q.a ntl....sL~C..-..£bkt:L"""-'»!<:."'\L-___ Date: i' ·~ I fl .. r> 2 ------------------------Dme: ___________________ _ Builder's Signature: Builders Printed Name: Adopted and Effective December 20, 2005 AS PER THE ARCIDTECTURAL STANDARDS,PLEASE INDICATE THE FOLLOWING POINTS ON THE PLOT PLAN AND BELOW: ELEVATIONS AT EACH CORNER OF THE LOT. LOCATION. 1. ELEV ~TI;>N (FEET ) 1 -----l..e.f'f I-~·· f S'J. 51, , 5" • .r _____ n ,"fj;,' r,, .. t f) .. '").. · J . I L,IJ-/l·~r fl· 7). J 2. 3. 4. -----A· s J,J-12 .,,_, .fJ.. 7 L I I 5. 6.--THE HlGH POJNT OF THE LOT. :§126 J?if15oj-s J. ·-n . .3 7.--THE LOW POINT OF THE LOT. 8.--HEIGHT OF GARAGE FLOOR 9.--HEIGHT OF HOUSE MAIN FLOOR 10.-HEIGHT OF ROOF ABOVE FOUNDATION. (MAXIMUM---35 FEET) 11.--HEIGHT OF ROOF ABOVE CENTER OF THE MID CURB. (MAXIMUM---29 FEET) ~ I .SJ.Sl..i? I '' J 2. (.I' It i jl I o/' i•·-;,. l::.Z I (.. jl 12.--DRAINAGE FLOW LlNES ON THE PLOT PLAN. r·J; J-13.--ROOF PITCHES.--------1.--;J..L ____ _ Jrl/1 '].. 2.------------- ~/1).. 3.----------- 4.------------- 15.--SQUARE FEET OF LIVJNG SPACE. l 31 OJ -----l---------------- Thill portion of the Application Form is to be completed by the Architectural Committee (not the Applicant). CONDITIONS OF APPROVAL or DISAfPROV AL 1. 2. 3. 4. 5. 6. 7. No sitework or building construction may proceed on any Lot (including no preliminary site clearin: grubbing, grade alteration, storing of material, foundation excavation, extension of underground utilitie etc.) until the Project bas received a Project approval from the Architectural Committee and bas bee issued a Building Permit (as required by Garfield County for new home or Renovation projects). All general building and site improvements construction for any Project shall be completed and sball ha; issued a Certificate of Occupancy from the Garfield County Building Department no later than one C year after the issuance date of this Architectural Committee Approval The complete landscaping and revegetation of the improved Lot, to specifically include the front, side ar rear yard areas, sball be completed no later than six ( 6) months from the date of the Certificate ( Occupancy. If the selection of colors and /or landscaping plans are not included with this application they must 1 submitted for approval before any action is taken to install the missing items. ~&wan: :e:;;:,.r'/ • ,,.,;., '""'"""0>::$ ·i'· =- 7 ' Oo1 1 iple!iot 1 Date Required By Application Denied (Initials of Architectural Committee Members): By: Application Denied for reason(s) stated above: ByCb00nrum: ----------------------------------Date:-------- Page 6of 6 -----------·------- DON SCHOON CONSTRUCTION CO., INC. 438 N GOLDEN DR SILT, CO 81652 WELLS FARGO BANK, N.A .. 2371 Dollars I'D =::::: COLORADO . ~ WEIJ.SFARGO.COM ~ ) . j For P-I'<>.G' .f--..SU (Y\C \'>. . J~------... ~002~?~~ ·=~020000?&•:8&5082?2&?~ HEPWORTH-PAWLAK GEOTECHNICAL SUBSOIL STUDY Hepworth-Pawlak Geotechnical, I.x. 5020 Counrv Road I 54 Glenwood Springs, Colorado 81601 Phoneo 970-945-7988 Faxo 970-945-8454 email: hpgeo@hpgeotech.com FOR FOUNDATION DESIGN PROPOSED RESIDENCE LOT 4, BLOCK 6, THE RESERVE AT BATTLEMENT CREEK VILLAGE 511 MEADOW CREEK DRIVE BATTLEMENT MESA, COLORADO JOB NO. 107 0443 JUNE 27,2007 PREPARED FOR: DON SCHOON CONSTRUCTION ATTN: DONSCHOON 438 GOLDEN DRIVE SILT, COLORADO 81652 C'Drker 303-841-7119 • Colorado S\:>rings 719-633-5562 • Silverthorne 970-468-1989 TABLE OF CONTENTS PURPOSE AND SCOPE OF STUDY ............................................................................ -l - PROPOSED CONSTRUCTION ..................................................................................... -l- SITE CONDITIONS ....................................................................................................... -2- FIELD EXPLORATION ................................................................................................. -2- SUBSURFACE CONDITIONS ...................................................................................... -2- DESIGN RECOMMENDATIONS ................................................................................. -3- FOUNDATIONS ......................................................................................................... -3- FLOOR SLABS .......................................................................................................... -4- SURF ACE DRAINAGE ............................................................................................. -4- LIMITATIONS ............................................................................................................... -5- FIGURE 1 -LOCATION OF EXPLORATORY BORING FIGURE 2-LOG OF EXPLORATORY BORING FIGURE 3 -LEGEND AND NOTES FIGURE 4-SWELL-CONSOLIDATION TEST RESULTS TABLE 1-SUMMARY OF LABORATORY TEST RESULTS PURPOSE AND SCOPE OF STUDY This report presents the results of a subsoil study for a proposed residence to be located on Lot 4, Block 6, The Reserve at Battlement Creek Village, 511 Meadow Creek Drive, Battlement Mesa, Colorado. The project site is shown on Figure I. The purpose of the study was to develop recommendations for the foundation design. The study was conducted in accordance with our agreement for geotechnical engineering services to Don Schoon Construction dated June 8, 2007. An exploratory boring was drilled on the lot to obtain information on the general subsurface conditions. Samples ofthe subsoils obtained from the boring were tested in the laboratory to determine their classification, compressibility or swell and other engineering characteristics. The results of the field exploration and laboratory testing were analyzed to develop recommendations for foundation types, depths and allowable pressures for the proposed building foundation. This report summarizes the data obtained during this study and presents our conclusions, design recommendations and other geotechnical engineering considerations based on the proposed construction and the subsoil conditions encountered. PROPOSED CONSTRUCTION The proposed residence will be a single story wood frame structure with an attached garage at the location shown on Figure I. Ground floor will be structural over a crawlspace for the living area and slab-o-grade in the garage. Grading for the structure is assumed to be relatively minor with cut depths between about 3 to 4 feet. We assume relatively light foundation loadings, typical of the proposed type of construction. If building loadings, location or grading plans change significantly from those described above, we should be notified to re-evaluate the recommendations contained in this report. Job No. I 07 0443 -2- SITE CONDITIONS The lot was vacant at the time of our field exploration. The lot is located on the south (uphill) side of Meadow Creek Drive. There could be some minor fill on the site from prior site grading as part of the subdivision development. The ground surface is relatively flat with a gentle slope down to the northwest. Vegetation consists of sagebrush, grass and weeds. FIELD EXPLORATION The field exploration for the project was conducted on June 11, 2007. An exploratory boring was drilled at the location shown on Figure I to evaluate the subsurface conditions. The boring was advanced with 4-inch diameter continuous flight augers powered by a truck-mounted CME-45B drill rig. The boring was logged by a representative of Hepworth-Pawlak Geotechnical, Inc. Samples of the subsoils were taken with a 2 inch J.D. spoon sampler. The sampler was driven into the subsoils at various depths with blows from a 140 pound hammer falling 30 inches. This test is similar to the standard penetration test described by ASTM Method D-1586. The penetration resistance values are an indication of the relative density or consistency of the subsoils. Depths at which the samples were taken and the penetration resistance values are shown on the Log of Exploratory Boring, Figure 2. The samples were returned to our laboratory for review by the project engineer and testing. SUBSURFACE CONDITIONS A graphic Jog of the subsoil profile encountered in the boring is shown on Figure 2. The subsoils, below about 1 foot of topsoil, consist of stiffto hard, slightly sandy to sandy silty clay. Relatively dense basalt gravel and cobbles in a sandy clay matrix was encountered in the boring beneath the clay at a depth of 12 feet down to the maximum explored depth of 14'/, feet. Drilling in the basalt rock soils was difficult due to the size and hardness of the rocks and drilling refusal occurred in the deposit. Job No. I 07 0443 - 3 - Laboratory testing performed on samples obtained from the boring included natural moisture content, density and percent finer than sand size analysis. Results of swell- consolidation testing performed on relatively undisturbed drive samples of the clay soils, presented on Figure 4, indicate relatively low compressibility under existing moisture conditions and light loading and a minor collapse potential (settlement under constant load) when wetted. The samples showed moderate compressibility upon increased loading after wetting. The laboratory testing is summarized in Table I. No free water was encountered in the boring and the subsoils were slightly moist. DESIGN RECOMMENDATIONS FOUNDATIONS Considering the subsoil conditions encountered in the exploratory boring and the nature of the proposed construction, we recommend the building be founded with spread footings bearing on the natural subsoils. The design and construction criteria presented below should be observed for a spread footing foundation system. I) Footings placed on the undisturbed natural subsoils should be designed for an allowable bearing pressure of 1,200 psf. Based on experience, we expect settlement of footings designed and constructed as discussed in this section will be about I inch or less. There could be some additional movement if the bearing soils become wetted. 2) The footings should have a minimum width of 16 inches for continuous walls and 2 feet for isolated pads. 3) Exterior footings and footings beneath unheated areas should be provided with adequate soil cover above their bearing elevation for frost protection. Placement of foundations at least 36 inches below exterior grade is typically used in this area. 4) Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 12 Job No. I 07 0443 ~tech -4- feet. Foundation walls acting as retaining structures should also be designed to resist a lateral earth pressure corresponding to an equivalent fluid unit weight of at least 55 pcf. 5) The topsoil and any loose or disturbed soils should be removed and the footing bearing level extended down to firm natural soils. The exposed soils in footing areas should then be moistened and compacted. 6) A representative of the geotechnical engineer should observe all footing excavations prior to concrete placement to evaluate bearing conditions. FLOOR SLABS The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab- on-grade construction. The clay soils typically possess a variable settlement/heave potential which could result in some slab movement and distress ifthe bearing soils become wetted. To reduce the effects of some differential movement, the garage floor slab 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 sand and gravel, such as road base, should be placed beneath interior slabs-on-grade for sub grade support. This material should consist of minus 2 inch aggregate with at least 50% retained on the No. 4 sieve and less than 12% 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. SURF ACE DRAINAGE The following drainage precautions should be observed during construction and maintained at all times after the residence has been completed: lob No. I 07 0443 - 5 - I) Inundation of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 6 inches in the first I 0 feet in unpaved areas and a minimum slope of3 inches in the first J 0 feet in paved areas. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. 5) Sprinkler heads and landscaping which requires regular heavy irrigation, such as sod, should be located at least 5 feet from foundation walls. LIMITATIONS This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either express or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory boring located as indicated on Figure I, 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 extrapolation of the subsurface conditions identified at the exploratory boring 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 so that 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 Job No. I 07 0443 -6- project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recommendations presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical engineer. Respectfully Submitted, HEPWORTH-PAWLAK GEOTECHNICAL, INC. Daniel E. Hardin, P.E. JZNcay Job No. 107 0443 107 0443 APPROXIMATE SCALE 1" = 30' I I MEADOW CREEK DRIVE BENCH MARK: GROUND SURFACE AT PROPERTY CORNER; ELEV. = 100.0', ASSUMED. r I I r------------------7 I I I I I BORING 1 I I I I PROPbSED I I RESIDENCE / I (,, / "" ' I ' ..,.____ ____ --'/ ' I ', I ' ' '-LOT4 I '-, BLOCK6 I ' I "-', I "-' I '..J ~ I I LOCATION OF EXPLORATORY BORING LOT3 Figure 1 105 100 Q5 "' LL c 0 ~ w 95 90 107 0443 BORING 1 ELEV.= 104.9' 14/12 wc~s.9 DD ~ 106 -200 ~ 92 17112 wc~s.9 DO ~98 -200 ~ 90 56/12 NOTE: Explanation of symbols is shown on Figure 3. G~~ LOG OF EXPLORATORY BORING H worth-Powlak Geotechnlcol 105 100 Q5 "' LL c 0 ·m > "' 95 w 90 Figure 2 / LEGEND: TOPSOIL; sandy silt and clay, organics, roots, firm, slightly moist, brown. CLAY (CL); silty, slightly sandy to sandy, stiff to hard, slightly moist, light brown, calcareous. BASALT GRAVEL AND COBBLES (GC); in a sandy clay matrix, dense, slightly moist, light brown to vvhite, calcareous. 14/12 T NOTES: Relatively undisturbed drive sample; 2-inch LD. California liner sample. Drive sample blow count; indicates that 14 blows of a 140 pound hammer falling 30 inches were required to drive the California sampler 12 inches. Practical drilling refusal. 1. The exploratory boring was drilled on June 11. 2007 with a 4-inch diameter continuous flight power auger. 2. The exploratory boring location was measured approximately by pacing from features shown on the site plan provided. '---.. The exploratory boring elevation was measured by instrument level and refers to the Bench Mark shown on Figure 1. 4. The exploratory boring location and elevation should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory boring log represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was encountered in the boring at the time of drilling. Fluctuation in water level may occur with tirne. 7. Laboratory Testing Results: WC = Water Content (%) DO = Dry Density (pel) -200 = Percent passing No. 200 sieve ~ H~pWorth-Powlok Geotechnical 107 0443 LEGEND AND NOTES Figure 3 /-·. Moisture Content = 5.9 percent Dry Density = 106 pel Sample of: Slightly Sandy Silty Clay From: Boring 1 at 2 Feet 0 ---v 1/ 1 -~ / Compression ~ upon 2 -wetting *' ....... c: "' 0 ·u; "' 3 l!' 0. E 0 0 4 0.1 1.0 10 100 APPLIED PRESSURE -ksf Moisture Content = 5.9 percent Dry Density = 98 pel Sample of: Slightly Sandy Silty Clay From: Boring 1 at 5 Feet 0 1 ~ } '\ I Compression -upon *' 2 wetting c: '\ \. l / 0 / ·u; -"' l!' 0. 3 E '\ 0 0 ~ 4 \p 5 --·--·. 0.1 1.0 10 100 APPLIED PRESSURE -ksl 107 0443 G$'£-tech SWELL-CONSOLIDATION TEST RESULTS Figure 4 HepWorth-Pawlak Geotechnical HEPWORTH-PAWLAK JoTECHNICAL, INC. TABLE 1 Job No. 107 0443 SUMMARY OF LABORATORY TEST RESULTS SAMPLE LOCATION NATURAL NATURAL GRADATION PERCENT A TIERBERG UMJTS UNCONFINED MOISTURE DRY GRAVEL SAND PASSING UQUID PLASTIC COMPRESSIVE SOIL OR BORING DEPTH CONTENT DENSITY NO. 200 UMJT INDEX STRENGTH BEDROCK TYPE (%) (%) SIEVE lftl (%) (pcf) (%) (%) (PSF) 1 2 5.9 106 92 Slightly Sandy Silty Clay 5 5.9 98 90 Slightly Sandy Silty Clay - :------Rear -----.,.-:-~-RH, _____ LH _____ Zoning ____ _ ~~~~";":<::K!)w (CorJ, INSPECTIONS Weatherproofing __________ _ Mechanical _____ ,_..,._--n--:::-4-7"1n--r--- Eiectrical Rough (State) -'--7'9--<-;-;.r---:--'=--N..-.--- Eiectri fjll Final (State >---"""--..L..=!."--.:...:· ~~,..._,-- Final 'f=llrO$ /Checklist Completed?~~:::::::... Certificate Occupancy# ---;:-"''S=<-:q~\3~::---- Date ,~':>'S\J ft.\ LJ-J, \-0 ~ Septic System #-')J~/-J:..f-:..__ _______ _ Date-----------Final ___________ _ Other-~.1.-.,_,._., ·- NOTES uCU);.rre:<::-:c~~;--~ e:rG"""f<77J<B~o;rr7~D"'-___,t::-d-.-- Of\ r~ ~·4 '~-'" -c$ . ~7~-0~52--(continue on back) COUNT'.' OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at Sf/ ll1ed,J!eyl} & . {h. . Permit No. !Ofo !'-/ I have this day inspected this structure and these premises and found the following corrections needed: &I~~ e._.!~ ~~ 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. ! -~ · INSPECTION WilL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued~ •• ~.P.::J .... Zoned Area ............................... Permit No .... l.rYt,..l.~ ...... . AGREEMENT In consideration ofthe issuance of this permit, the applicant hereby agrees to comply with all Jaws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied witb in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Insp.ector and IMMEDIATELY BECOME NULL AND VOID. useS\C::on c.r.s~ ~ Cctl. rJ!o .._.cHo.d.e4j"~&' Address or Legal Description f~ k: r • ~~ I nractr 1\~ M Setbacks Front Side Side Rear Tbis Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing 1-1-1~o1 £hu tlr£1? ok If/Tt':o'!g ,()1Yl (@/( Foundation~ 10 -/j-Dl ~'" Underground Plumbing Insulation JJ-1/·1) 1 /lJ1I{ Rough Plumbing //-3~-D1 ~ Drywall J-Z.-'Z l-61 f2>7;v._ Chimney & Vent \1. •\ ~ -'01 ~ Electric Final (ll>y State Inspector) ;>.-11 lf?.il) Gas Piping 1/ -?0-D-1 fifm. Final q~ f{p -t.$ 1 IMJ v -Electric JRougb (By State Inspector) 11;?'},07 Septic Final ~ Framing \V\'\,-~1 .~ --" Notes: (To include Roof in place and Windows and Doors installed). ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE For Inspections Call384-5003 108 8th Street Glenwood Springs, Colorado APPROVED DO NOT DESTROY THIS CARD Date~ 2.oJ()"\y ?T~ · ._, M bu C e. ~LACED 0 SIDE-COVE;-JITH CLEAR PLASTIC Parcel Detail Page 1 of 3 Garfield County Assessor/Treasurer Parcel Detail Information Asses&olfl):easJJrerPmpertYSe!lXGl! I AsseseorS1tt?eet ... Ql!erY I Ass\'OSSoLSillesS<::i!rch Cierls: ... & ... Ret::m<.:lerRe<:ePtion Se.ilrcb Parcel Detail I Value Detail Sale_s_Q_etilil I Residential/Commercial Improvement Detail Land Detail I Photographs I Tax Area II Account Number II Parcel Number II Mill Levy I I 080 II R490410 II 24o7o53o2oo4 II 39.826 I Owner Name and Mailing Address IDON SCHOON DRYWALL CO, INC I IDBA DON SCHOON CONSTRUCTION co INC I 1438 NORTH GOLDEN DRIVE I !siLT, co 81652 I Legal Description ISECT,TWN,RNG:5-7-95 SUB:BATTLEMENT I !CREEK VILLAGE SEC.2 BLK:6 LOT:4 I IPRE:R270227 BK:0601 PG:0658 BK:l932 I lPG: I RECPT:724412 BK:1930 PG:502 I IRECPT:724203 BK:1668 PG:443 I IRECPT:669853 BK:0769 PG:0518 I Location I Physical Address: IIBMI I I Subdivision: I BATTLEMENT CREEK VILLAGE SEC.2 I Land Acres: I 0 I Land Sq Ft: 1120,038 I I Section II Township II Range I II II http://www. garcoact. com/ assessor/parcel.asp ?ParcelN umber=240705 302004 8/6/2007 Parcel Detail Page 2 of3 II 5 7 II 95 II Property Tax Valuation Information II Actual Value II Assessed Value I I Land: II 62,1201 18,01011 I Improvements: II 0 ol I Total: II 62,120!1 18,0101 Sale Date: 115/25/2007 Sale Price: 1185,000 Basic Building Characteristics Number of Residential 0 Buildings: Number of Comm/Ind 0 Buildings: No Building Records Found Tax Information Tax Year II Transaction Type II Amount I 2006 II Tax Payment: Whole II ($564.32)1 2006 II Tax Amount II $564.321 2005 II Tax Payment: Whole II ($733.60)j I 2005 II Tax Amount II $733.601 I 2004 II Tax Payment: Second Half II ($396.61)1 I 2004 II Tax Payment: First Half I ($396.61)1 I 2004 II Tax Amount $793.221 I 2003 II Tax Payment: Second Half ($396.26)1 I 2003 Tax Payment: First Half ($396.26)1 I 2003 Tax Amount II $792.521 I 2002 Tax Payment: Second Half II ($489.74)j I 2002 I Tax Payment: First Half II ($489.74)1 I 2002 II Tax Amount II $979.481 I 2001 II Tax Payment: Second Half II ($458.28)1 I 2001 II Tax Payment: First Half II ($458.28)1 I 2001 II Tax Amount II $916.561 " II http://www.garcoact.com/assessor/parcel.asp?Parce1Number=240705302004 8/6/2007 Parcel Detail I 2000 II Tax Payment: Second Half ($428.40)1 I 2000 II Tax Payment: First Half ($428.40)1 I 2000 II Tax Amount $856.801 I 1999 II Interest Payment I ($3.46)1 I 1999 II Interest Charge II $3.461 I 1999 II Tax Payment: Second Half II ($346.27)1 I 1999 II Tax Payment: First Half II ($346.27)1 I 1999 II Tax Amount II $692.541 TopofP;tge AE~essorJ)atabase Search Options I J're<!o?J.tr.e.rJ).fltabase Search Options Clerk . ./R ... Re.con:!S"rDAt!lb!ls.e ... Sem:ch Options Page 3 of3 The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2005 -2006 Good Turns Software. All Rights Reserved. Database & Web Design by .<:Jop_cjJJn:n~.SDftwJJie. http://www. garcoact.com/ assessor/parcel.asp ?Parce!N umber=2407 05 302004 8/6/2007