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HomeMy WebLinkAboutApplication- Permit' Garfield County Building & Sanitation Department 108 8th Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 Job Address 0443L0 3b £ 2 3R 9 Nature of Work BuildigrPermit Use of Building 7 (Th 9 Contractor /°L Owner CIA NO. Ci ckc C a 9/6(2,dtdd. ) Amount of Permit $ cy4O-W SO P Date Clerk Permit No: GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8" Street, Sidle 201, Glenwood Springs, CO 81601 Phone: 970-945-8212/ Fn: 970-384-3470/Inspection Line: 970-384-5003 1l -To). Parcel/Schedule No: 24c6Mica p Job Address: 2nd AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWN ER. CONTRACTOR AND/OR THE AGENT OF THE CONT RAC FOR OR OWN F 1 tTO CONS I RUC1 THE STRUT' HIRE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY TIIE BUILDING DEPAR FM EN 1. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT', THE SIGNER. HEREBY AGREES TO COMPI.Y WITH ALL BUILDING (DUE: AND LAND USF RF,GUI.ATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28.201 CRS AS AMENDED. THE SIGNER FIIR 111I,R AGRFES TIIAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH 1N THE LCOATION, ERECTION. CONSTRUCTION, AND USE OF 111F AIIOVE DESCRIBED Sl RUCTUKF:. THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULI. AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT TIIE BUILDING OFFICIA L FROM 1 HEREAFTER REQUIRING TIIE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN 15 VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION (1F 1 HIS JURISDICTION. TIIE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIEID COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBIL`TV FJR THESE I'T'EMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER. D 011JN ER. COMMENTS ARF INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Garfom.003 1 HEREBY ACKNOWLEDGE 1IIAT 1 HAVE MAD AND UNDERSTAND THE AGREEMENT ABOVE. (INITIAL): 7=q)F 21449,77 cfr/4)(• o'136 cov,'i Road ✓ 2 c IZ I ileCO O 5 / 650 I Lot No: N/A- BI k No: N/4 Subd. / Exemption: it IV ,'f AV'II 2 Owner: Arnold 4Nyleel Maakle Address '{031 cf�,.C4 3.2p able Ph: co :lot 6ds-�t6 Wk I'h: 6as-16,i 3 Contractor: K.IZRGgvpentry Address: CD°W insfyWay Af1e Ph: bosif5-54 Lic. No. 4 Architect/Engineer: FrOvttle✓ oq {*M es Address: • .' ,•! ii ')e iia✓C 14 Ph: 9}da 9 7-/30 m0.lf%ase C1J ?POI Lic. No. 5 Sq.FL of Building: --13 t1 & �O( j f 7 �{ Height: -7 g 42 s-• 6 No. of Flours: &IS Neal Sf 6 Use of Building: Po frn0✓x Resiglente 7 Describe Work: n' r I Y e ��/,/�, `''/��p`'w` _ 4. 8 Class of Work: �JVeN + ❑ Addition oetAIF ration Remora ❑ Move 9 Garage: ❑ Bingle tie Double Carport: ❑ Sing': NONE ❑ Double 10 )' Driveway Permit A- On -Site Sewage Disposal le TI e r I Septic) p( Site Plan 11 Valuation of Work: S (,Op 000 r l Adjusted Valuations: S 5,271 t 3t. 12 Special Conditions:sitet$710#4 gat Yo ate aer&i iW.P gals& t0 See c+4) Use Pe/mi+— Resod (14 / NOTICE °�r, A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF COI ORADO. FHIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCJ IOP AGTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR, It CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. 1 HEREBY CERTIFY TIIAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF 1 -AWS GOVERNING THIS TYPE OF WORK WILL BE COMPLETED WITHIN WHETHER SPECIFIED HEREIN OR SOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY 10 VIOLAI E OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE KIRUCT R )_/ i /AS/�0S Oma" Plan beck Fee: 21 e]Q Z. 2 Permit Fee: 3 5'7. z 5 Total Fee: 1 5589 Dated Permit Issued: OCC Grote: Const. Type: 1'/l ` Zoning: I� A/�2 ) R D Fi Setbacks: Manu. Home: SNo.&Fee: a FF r. #ya31 ... __ .,,,4*iL. P �-/ B D 1 PT.q'1 APPROV ,ATE "R r TE 2nd AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWN ER. CONTRACTOR AND/OR THE AGENT OF THE CONT RAC FOR OR OWN F 1 tTO CONS I RUC1 THE STRUT' HIRE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY TIIE BUILDING DEPAR FM EN 1. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT', THE SIGNER. HEREBY AGREES TO COMPI.Y WITH ALL BUILDING (DUE: AND LAND USF RF,GUI.ATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28.201 CRS AS AMENDED. THE SIGNER FIIR 111I,R AGRFES TIIAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH 1N THE LCOATION, ERECTION. CONSTRUCTION, AND USE OF 111F AIIOVE DESCRIBED Sl RUCTUKF:. THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULI. AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT TIIE BUILDING OFFICIA L FROM 1 HEREAFTER REQUIRING TIIE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN 15 VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION (1F 1 HIS JURISDICTION. TIIE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIEID COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBIL`TV FJR THESE I'T'EMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER. D 011JN ER. COMMENTS ARF INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Garfom.003 1 HEREBY ACKNOWLEDGE 1IIAT 1 HAVE MAD AND UNDERSTAND THE AGREEMENT ABOVE. (INITIAL): 7=q)F 21449,77 cfr/4)(• 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 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. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a Certificate of Occupancy for the dwelling under building permit # it, . BpcontOct2004 2/2 z/0 s- 4 VALUATION/FEE DETERMINATION Applicant 11 4c..h.(, y� Address 0415(p �� /( 371_2(12, Date 2.-1-05 Finished (Livable Areal Main 351eh Upper /79Z. Lower Other Subdivision Lot/Block Contractor Total Square Feet 5557 % 74 co r- 4l4/ `1(0 Valuation Basement: Unfinished it,�$ Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Crawl Space: Valuation Valuation 875 ' Decks/Patios: Covered Valuation Open 54' 2+ Valuation 11, Total Valuation G 9 tog /16675- )011 1v,&75Im`) 10,95(o Applicant PLAN REVIEW CHECKLIST Ary L Date 7- 21 adding ngleered Foundation Property Line Setbacks Driveway Permit 30ft Stream Setbacks rveyed Site Plan Flood Plain l --Septic Permit and Setbacks Building Height .—G ade j9 graphy 30% Zoning Sign -off Hztt— a& R sidential Plan Review List Road Impact Fees nimum Application Questionnaire HOA/DRC Approval /1.4Subdivision Plat Notes Grade/Topography 40% /414 -Fire D5partment Review Planning Issues Valuation Determination/Fees Subdivision Plat Notes 4,_ iRed Line Plans/Stamps/Sticker Attach Conditions Plpl'cation Signed 4 W an Reviewer To Sign Application ✓Parcel/Schedule No. 40# Snowload Letter- Manf. Hms. GENERAL NOTES: Pal sociz' GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 108 Eighth Street, Suite 201 Glenwood Springs, Coloradof 81601 Phone (970) 9454212 INDIVIDUAL SEWAGE DISPOSAL PERMIT PROPERTY Permit 4037 Assessor's Parcel No. This does not constitute a building or use permit. Owner's Name f 't P i`-AA'rU.d Y esent Addresst3I ` L T1 04 _Phone (0a5-- AA/ 1 System Location 4 Jl.\--0 0--Q.±3R. ` �4 � � �51 N1 Legal Description of Assessor's Parcel No. �^ �O5 - O ctl �I n®- 1 `r 8r 5S SYSTEM DESIGN Septic Tank Capacity (gallon) Other Percolation Rate (minutes/inch) Number{of Bedrooms (or other) Required Absorption Area - See Attached / G Special Setback Requirements: Date Inspector FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System Installer Septic Tank Capacity Septic Tank Manufacturer or Trade Name Septic Tank Access within 8" of surface Absorption Area Absorption Area Type and/or Manufacturer or Trade Name Adequate compliance with County and State regulations/requirements Other �( Q &..1.100..t W /C6Date `� Inspector i/ /K&Sone/Pf. RETAIN WITH RECEIPT RECS AT CONSTRUCTION SITE •CONDITIONS: 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25, Article 10 C.R.S. 1973, Revised 1984. 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con- nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or e requirement of the permit and cause for both legal action and revocation of the permit. 3. Any person who constructs. alters, or installs an individual sewage disposal system in a manner which involves a knowing and material variation from the terms or specifications contained in the application of permit commits a Class 1, Petty Offense ($500.00 fine— 6 months in jail or both). 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. Adequate and complete information will prevent delays in the plan review process. Reviewing a plan and the discovery that required information has not been provided by the applicant may result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor may be required to provide this information before the plan review may proceed. This causes delays because 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. If you do not, it may be helpful to obtain a book titled "Dwelling Construction under the Uniform Building Code". This book is available to you through this department at our cost. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. 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. 1 Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line. 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 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, an 80 M.P.H. windshear, wind exposure B, windload of 15 pounds per square foot, 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 1997 UBC, UMC and 1997 UPC. 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each corner 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: 106.3.1 (7.) 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 surveyors 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 "in 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 corner lot. Special setbacks do apply. Yes 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 2 property an djacent properties), streams or water courses? Yes Does the site plan indicate the location and direction of the County or private road accessing".property? Yes Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered design? Yes V 6. Do the plans indicate the location and size of ventilation openings for under floor crawl spaceand the clearances required between wood and earth? Yes V 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces'spnd soffits? Yes 8. 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), flooLloads and wind loads? Yes �/ 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes 10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists,, Sof rafters or joists or trusses? Yes V 11. Does the building section drawing or other detail include the method of positive connection of §Jkcolumns and beams? Yes �/ 12. Does the plan indicate the height of the building or proposed addition from the highest point of the building or addition measured at mid span between the ridge and the eave cjpwn to existing (undisturbed) grade contours? Yes �/ 13. Does the plan include any stove or zero clearance fireplace planned for installation including mak and model and Colorado Phase II certifications or phase II EPA certification? hot yet- Duro hasect 3 Yes No 14. Does the plan include a masonry fireplace including a fireplace section indicating design to c�oryply with the Uniform Building Code Chapter 37? Yes �/ No 1 x 9q t= F.i tq-Ect iCc rock-, 15. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the Uniform By+ilding Code? Yes �/ No 16. Does the plan include a window schedule or other verification that windows provide natural light a ventilation for all habitable rooms? Yes No 17. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub nclosures and specify safety glazing for these areas? Yes No 18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicpfed on the plan? Yes V No 19. Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision process, are building plans in compliance with all plat notes ndlor covenants? Yes ' No 20. Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? If you do not have written permission from the association, do you understand that the plan check fee will not be refunded should the architectural committee deny or reject your building plans9 Yes ✓NPA- No 21. WII this be the only residential structur on the parcel? Yes No If no - Explain: GXi%t'A' cabin butt -1. 191+0 22. Have two (2) complete sets of construction drawings been submitted with the application? Yes V 23. Do you understand that the minimum dimensions a home can be on a lot is 20ft.wide an 2Oft. long? Yes No 24. Have you designed or had this plan designed while considering'building and other construction code requirements? Yes V No 25. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes y No 26. Does the plan accurately indicate what you intend to consct and what will receive a final inspecti rtt n by the Garfield County Building Depanent? Yes V No ✓` 1 27. Do you understand that approval for design and/or construction changes are required rior to the application of these changes? Yes_ No 28 Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your building permit? ft, Yes / No 29. Are you aware that twenty-four (24) hour notice is required for all inspections? Inspections will be made from Battlement Mesa to West Glenwood in the mornings and from Glenwood Springs to Carbondale in the afternoons. All inspections must be called in by 3:30 p.m. the day before. Failure to give twenty-four (24) hour notice for inspections will delay your inspection one (1) day. Inspections are to be called in to 384-5003. Yes / No 30. Are you aware that requesting inspections on work that is not ready or not accessible wy�Fresult in a $47.00 re-inpsection fee? Yes �/ No 31. Are you aware that you are required to call for all inspections required under the Uniform Building Code including approval on a final inspection prior to receiving a Certificate of ccupancy and occupancy of the building? Yes No 32. Are you aware that the Permit Application must be signed by the Owner or a written 5 authority be given for an Agent and that the party responsible for the project must comply with the niform Building Code? Yes No 33 Are you aware that prior to submittal of a building permit application you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Br dge Department at 625-8601. Yes No 34 Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required at time of applicable inspection. Yes .V/ No 35. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Schedule Number for the lot you are applying for this permit on prior to submittal of a building permit application? Your attention in this is appreciated. Yes No 36. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes �/ No (please check with the building department about this requirement) I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. ti .r ilc' kJ' Signature of Owner Phone: (oil G d s- 16 I I (days); 51{1411- (evenings) Project Mac IH -ley gess dente Name: Date Tess: 0436 GJy Rd. 329 12+ fie, Colovad a 81650 Notes: If you have answered "No" on any of the questions, you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum 6 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 11/2003 7 PLAT AND LEGAL DESCRIPTION /y/ A , / T6S, R94W T7S, R94W SCALE 1" = 250' M N 0 /;/ S89'31'38"W /33 34 i / e/d/,a o9//r° a.a. i 1 / to 34.69 aerers �rY Cabin—/.0 Garage / / Anderson Ditch// Headgate / t / Hillside Spring / / Cf / / // Access road to adjacent // property. 1/ 11 II N89'22'01"E 503.31 4 N07'43'28"E Proposed site for Mackley residence 1297.03' / 3 to m / N / A portion of Lot 1 of Section 4, Township 7 South, Range 94 West of the 6th P.M. in Garfield County, Colorado more particularly described as follows; Beginning at the NE corner of said Section 4, Thence S89'31'38" W 503.31' thence southwesterly along the northwesterly R/W line of County Road #329, to the west tine of said Lot 1, thence 501'23'31" W 727.05'; Thence N89'22'01"E 1297.03 feet: thence NO1'43'28"E 1287.42' to the point of beginning, containing 34.69 acres, more or less. prepared for ARNOLD MACKLEY SPRUCE CREEK RANCH RIFLE, CO 81650 DATE 11/24/04 DRAWING MACKLEY\DESC prepared by JERRY SAUER P.L.S. ¢9009 1854 293 ROAD RIFLE, CO 81650 910-625-1812 4 WEST DIVIDE WATER CONSERVANCY DISTRICT 124 WEST THIRD STREET P. O. BOX 1478 RIFLE, COLORADO 81650-1478 TELEPHONE AND FAX (970) 625-5461 011lcen Board of Directors Preadenl 876-2821 Kelly Couey Kelly Couey 4745 C. 11 315 4745 C.R 315 Silt, CO 81652 Silt, CO 81652 Vice President Samuel B. Potter 0598 C R. 323 Rifle. CO 81650 Treasurer/Alternate Sec. LaVeme Starbuck 3106 C. R. 342 Silt. CO 81652 Secy Wdbam M. Zilm 0090 Sunlight Dr. Glenwood Spnngs. CO 81601 September 29, 1999 Arnold L. and Darleen E. Mackley 4021 County Road 320 Rifle, CO 81650 William M. Zilm 0090 Sunlight Dr Glenwood Sprigs. CO 81601 LaVeme Star -buck 3106 C.R. 342 Silt. CO 81652 Larry S. Axlhelm 1002 Cooper Ave. Glenwood Spnngs. CO 81601 Samuel B Porter 0598 C R 323 Rifle. CO 81650 Dear Mr. and Mrs. Mackley: Enclosed is your approved amended water allotment contract #981203ADM(a). As the District requires a minimum of one acre foot, the application was amended to reflect one acre foot, and initialed by the District President. Sincerely yours, cue ) Y1cocgo net Maddock Administrative Assistant Enclosure cc The State Division of Water Resources w/enclosure Division No. 5 Water Resources w/enclosure Edward J. Currier, P.E. w/enclosure Sherry A. Caloia, Esq. w/enclosure Current 1/29/98 Contract No. 9R1203ADM(a) Map ID No. Date Activated 296 1/1/99 APPLICATION AND DATA FORM TO AMEND WATER ALLOTMENT CONTRACT WITH WEST DIVIDE WATER CONSERVANCY DISTRICT CONTRACT # 981203ADM(a) AMENDED FROM 2.859 A.F. TO APPLICANT Name Arnold L. and Darleen E. Mackley Mailing Address 4021 County Road 320, Rifle, CO 81650 Telephone Number 970 /625 - 1641 Authorized Agent or Representative Sherry A. Caloia 9-6.5- 1.0 A.F. B. WATER RIGHT OWNED BY APPLICANT OR BEING APPLIED FOR Name of Right Field Spring and Garden Spring Type of Structure or Right Springs Location of Point of Diversion (description from decree or permit) See Exhibit C -- Augmentation Plan Water Court Case No. 98CW225 Well Permit No. N/A W-2218 (Attach copy of permit) C. INTENDED USE OF LEASED WATER Location of Area of Use (Include metes and bounds legal description of property on which water right is to be used. May be attached as Exhibit) See Exhibit A Total acreage of above -referenced parcel Address of above -referenced property Same as Applicant .U5 acres Description of Use Domestic, Irrigation, commercial; water supply tor small iresort with lodging and restaurant. Total Number of Dwelliri units 4 cabins. and 1 lodge Number of constructed Units 4 Number of Vacant Lots Potable Water System private Waste -Water Treatment System Septic tank/leachtield Type of meter or measuring device Totalizing flow meter Projected Monthly Volume of Leased Water Neededn Gallons: THESE FIGURES ARE ACTUAL DIVERSIONS OR CONSUMPTIVE USE ONLY (Actual diversions must be used unless contractee has an augmentation plan) Jan. Feb. Mar. Apr. May June. July Aug. Sept. Oct. Nov. Dec.1� Annual Total Gallons Acre Feet i°�'r Maximum Instantaneous Demand 15 gpm D. OTHER REMARKS 10% transit loss is included thus .65 acre feet is applie `• See Exh. B. for. We understand that 1 acre foot is a minimum, �/ 1/Q9 Date a plie eehte Ap icant / Date approved WEST DIVIDE WATER CONSERVANCY DISTRICT Applicant Presiden —o _o - N o —c -r ! g r — Z — a0 =vo N U Ma —No eea•r� — 151 tensLi- CC — a a =ea u —ea elm —ea m �m X001 1 =.mins — '-B In In SIV —mc —10 N = 9p =fmD 0 _N —N WHEN RECORDED RETURN T o3Lf. REQUEST FOR RELEASE OF DEED Of TRUST AND RELEASE Yr) ay. '9),/99? Arnold 1_ //lack/Q9y E Darla _can e-1 R:chard M tlp (vr-olrl L, (Nilson f/rcien 1)Q .Sep'tvmher /f 1986 Seefvmbvr If r 1986 6oArfiv Id 37 4f 2 Y,2 Dale n Mackle9 Original Grantor SS (Borrower) fd'()nglnal Beneficiary (Lender) Date of Deed of Trust Recording Dale of Deed of Trust Co my of Recording G9Li F,Im No g84 9A5y N86 &o. NoPage Reception and/or Film Nos. of Recorded Deed of Trust Book and Page of Deed of Trust TO THE PUBLIC•TRUSTEE OF t a r c/ o Ld County (The Public Trustee to which the above Deed of Trust conveys the said property ) Please caccute this release, as the indebtedness !mired by the Deed of Trust has been fully or partially paid and/or theyurpoae of the. Deed of Trust has been fully sonified Qrrjr11 OiI noir[ & dct d of tru-st cyh:bi fed cis PcAid And Gernfd L, lldsen /kindHe. /0n F) n/rlSen erencef!¢d Current ()Weer and Holder ofihe Inaeendneusw,nd by Deed or Tmmn tltNen Name and Talc of Ems or Otter of Current Owner and Holder 04.,ed ` '1/e -r^t/ W o J:. ✓ ,i9 `Ot a4cry State of Colorado. County of `�ZG.,O.L>✓. The foregoiangg�•��requnl for rel9ease s acknowledged before me on /2.0°1 h) Lb LuSthJ /9NA (date) by' 9th LsN 1) Nt_nSeN U'61- (7co-' Date Commission Expires My Convnlalen gpplree: RELEASE OF DEED OF TRUSID'ecat 31. 2000 WHEREAS the above referenced Grantor(s), by Dced of Trust, conveyed certain real property described in said Deed or Trust to the Public Trustee of the County referenced above, in the Slate of Colorado. to be held In trust to secure the payment of the indebtedness referred to (herein. and WHEREAS. the Indebtedness secured by the Dccd of Trust has been fully or partially paid and/or the purpose of the Dced of Trust has been fully satisfied as set forth in the written request of the current owner and holder of the said indebtedness. NOW THEREFORE. in consideration of the premises and the payment of the statutory sum, receipt of which is hereby acknowl. edged, I. as the Public Trustee in the Counly first referenced above, do hereby remise, release and quitclaim unto the present owner or owners of sand real properly, and unto she heirs. successors and assigns of such owner or owners forever, all the right, title and interest which I have under and by virtue of the aforesaid Deed of Trust in the real estate described therein. and more particularly described as follows. See ,Exh 6:% °A"attached here.'to re Fer¢nca. incorporated herein, and bry. TO HAVE AND TO HOLD THE SAME, with all the privileges and appurtenances thereunto belonging forever; and futer 1 do hereby fully and absolutely release, cancel and forever discharge said D d of Trust. EXHIBITED: Note /lA� Deed of Trust STATE OF COLORADO) COUNTY OF GARFIELD) _ The foregoing instrument wa� acknowledged before me on JUN 1 1 by Shhrlcy 1. Boulton, Deputy Public Trustee for Garfield County, Colorado 1183 me on te) by as the .tee of County Colorado ea — 41-00 Date Commission Expires 'If makable. use of asuu or emnnm nous er moat swayer nam. By Witness My Hand and Sal 7z ruwc Tnuea MI Ntlu Thaw . abu,l Pubic Original Note and Deed of Trust Returned lo: Received by Name ar AJdreu at Peres Culling Noy Called tea=l Oa cnaiea 1455454065. Ca.S I ceeee Nn 933. Ret. 6-91. ((REQUEST LOa)( 41 Or DEED OF TRUST 0 t 20 /9 /6 SZ7 nn burst Publuhmg. 1743 Wass Si.. Denby POI—(30111914503-3-97 05 �V EXHIBIT A TOWNSHIP 7 SOUTH, RANGE 94 WEST OF THE 6TH P.M. Section 3: Lot 4 Section 4: Lot 1, S1/2NE1/4 EXCEPTING THOSE PORTIONS THEREOF ODNVEYED TO THE BOARD OF COUNTY COMMISSIONERS FOR ROAD PURPOSES BY DOCUMENTS RECORDED FEBRUARY 23, 1928 IN BOOK 133 AT PAGE 607 AS RECEPTION NO. 100768 AND OCTOBER 8, 1929 IN ' BOOK 159 AT PAGE 111 AS RECEPTION NO. 105450. TOGETHER WITH: 1. All buildings and improvements situated thereon. 2. Water and water rights, ditch and ditch rights, reservoir and reservoir rights, spring and spring rights, of every kind and nature with all structures and appurtenances, including but not limited to the Hillside Spring, the Field Spring, the Garden Spring, the Harris Ditch and water rights from Porcupine Creek, with all structures and appurtenances appurtenant to and used in conjunction with the above described real property. SUBJECT TO: 1. Reservations and limitations of the underlying patent; 2. Reservations, mineral or otherwise contained in any underlying deed or deeds constituting the record chain of title from patentee to party of the first part; 3. Easements and rights-of-way of record; 4. Easements and rights-of-way, if any, not of record, but which have been established and now exist by operation of law upon said real property, or any portion or portions thereof; 5. All zoning and zoning restrictions and limitations, building and building requirements, adopted by any governmental agency having jurisdiction therof, and all ordinances, resolutions and decrees creating special statutory districts. 11111111111111111111111111111111111111111! 1111 1111111 526686 06/12/1998 02:08P B1072 P235 M RLSDORF 2 of 2 R 11.00 D 0.00 GRRFIELD COUNTY CO 07/29/2003 23:00 12129663329 Garfield County Assessor Property Search CITY PAGE 01 Page 1 of 2 o orado, Property Information Search > Results > Detail Get Map M�1 Owner Name: Arnold L. & E. Darleen T 1 C Mackley Type: Primary Address: 4031 County Road 320 Rifle, CO 81650 Property Address: Account number: Parcel number: Sub -division: Condo: Neighborhood: Area: Legal: Taxes Land Total Value: Rifle, CO R024410 240504100018 x,6'1 t PMPe.L47 450003 24 SECT,TWN,RNG:3-7-94 DESC: LOT 4(40 AC). SEC 4 LOT 1(40.08 AC), S1/2NE BK:0679 PG:0415 BK:0324 PG:0063 BK:1456 PG:232 RECPT:624701 BK:1128 PG:884 RECPT:545272 BK:1128 PG:883 RECPT:545272 BK:0765 PG:0590 BK:0694 PG:0860 BK:0694 PG:0878 529,430.00 Total Taxes: $144.28 Amount Paid: $144,28 Value: $650.00 Land size: Square feet: Acres; 2.90 http://www.mitchandco.com/realEstateigarfield/propertyDisplay.cfrn7AccountNo=R024410 7/30/2003 07/29/2003 23:00 12129663329 Garfield County Assessor Property Search Value: $880.00 Land size: Square feet: Acres: 157.18 Buildingls) Type: Residential Value: $27,620.00 Description: FARM/RANCH Actual year built: 1949 Heated square feet: 768 Bedrooms: 1.0 Bathrooms: 0.0 Stories: 1.0 Architecture style: 1 -STORY Construction quality: LOW Type of heat: WOOD STOVE Roof structure: GABLE Roof cover: CORG METAL. ' Exterior wall: LOG Improvementis) Value: $120.00 Description: OPEN PORCH Value: $160.00 Description: SHED CITY PAGE 02 Page 2 of 2 Copyright © 2003 Mitchel) & Company. Inc. All Rights Reserved. http://www.mitcbandco.com/realEstatc/garfeld/propertyDisplay.cfm?AccountNo=R024410 7/30/2003 00/12/2004 03:30 6258627 ROAD AND BRIDGE PAGE 01 Garfield County Garfield County Road and Bridge Department August 12, 2004 Mr. Arnold Markley CR 329 CC: Garfield County Building and Planning Department Dear Mr. Mackley; The driveway that you have in place is in accordance with the Garfield County Road and Bridge Department's specifications for driveways and you do not need a permit for this driveway. If you have any questions or problems, please fed free to contact me, Sincerely, eMall District Foreman Garfield County Road and Bridge Department 0567 Couoy Road 352 T.O. am 426 Rule, CO 81630 Phone 970.625-8601 Per 9704234617 • G of ech HEPWORTH - PAWLAK GEOTECHNICAL August 29, 2003 Arnold Mackley 4031 County Road 320 Rifle, Colorado 81650 Hepworth-Pawlak Geotechnical, Inc. 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 970-945-7988 Fax: 970-945-8454 email: hpgeo®hpgeotech.com Job No. 103 530 Subject: Subsoil Study for Foundation Design, Proposed Lodge and Cabins, Spruce Creek Ranch, 0436 County Road 329, Garfield County, Colorado Dear Mr. Mackley: 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 August 21, 2003. The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered are presented in this report. Proposed Construction: Construction plans are conceptual at this time. The proposed lodge will likely be one to two stories with a basement and the cabins will be one story above a crawlspace and located on the site as shown on Figure. 1. Ground floors will be structural 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 west of County Road 329 and about 8' miles south of Rifle, Colorado. The building area is located in an open field and vegetated with grass and weeds. The ground surface has been graded relatively flat and the area has been used for storage. The south part of the site has been cut and the material placed at the north end. Subsurface Conditions: The subsurface conditions at the site were evaluated by excavating four exploratory pits at the approximate locations shown on Figure 1. The logs of the pits are presented on Figure 2. The subsoils encountered, below ' feet of topsoil, consist of medium stiff sandy clay. About 5 feet of man -placed fill was observed in Pits 2 and 4 overlying the clay. Results of swell -consolidation testing performed on relatively undisturbed samples of the sandy clay, presented on Figures 3 and 4, indicate low compressibility under existing moisture conditions and light loading and moderate to high compressibility under additional loading after wetting. The sample tested from Pit 3 at 4 feet exhibited a low expansion potential when wetted. No Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverthome 970-468-1989 -2 - 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 1,500 psf for support of the proposed lodge and cabins. The soils tend to compress after wetting and there could be some post -construction foundation settlement. Footings should be a minimum width of 18 inches for continuous walls and 2 feet for columns. Loose and disturbed soils and existing fill encountered at the foundation bearing levels within the excavations 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 50 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 and topsoil. Underdrain System: Although free water was not encountered during our exploration, it has been our experience in mountainous areas 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, deep crawlspace and basement areas, be protected from wetting and hydrostatic pressure buildup by an underdrain system. Shallow crawlspaces, less than 4 feet, should not need an underdrain provided that good surface drainage (as described in this report) is maintained around the cabins. Job #103 530 -3 - 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 grade and sloped at a minimum 1% to a suitable gravity outlet or sump and pump. 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 Ph feet deep. Surface Drainage: The following drainage precautions should be observed during construction and maintained at all times after the lodge and cabins have been completed: 1) Inundation of the foundation excavations and underslab areas should be avoided during construction. Drying could increase the expansion potential of the soils. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95 % of the maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. 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 12 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) Sprinklers heads and landscaping which requires regular heavy irrigation, such as sod, should be located at least 5 feet from the buildings. 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 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. Job #103 530 -4 - This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recommendations presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical engineer. If you have any questions or if we may be of further assistance, please let us know. Respectfully Submitted, HEPWORTH - PAWLAK GEOTECHNICAL, INC. Louis E. Eller Reviewed by: Daniel E. Hardin, P. +� Q%;4 3 LEE/ksw e qr.ww attachments Figure 1 - Loc aRl7tYef'Exploratory Pits Figure 2 - Logs of Exploratory Pits Figures 3 & 4 - Swell Consolidation Test Results Table 1 - Laboratory Test Results Job #103 530 1 r BENCH MARK: GROUND AT GATE POST; ELEV. = 100.0', ASSUMED. EXISTING GATE EXISTING FENCE x X PIT 1 ■ PROPOSED LODGE DECK/ ■ PIT 4 ■ PIT 2 NOT TO SCALE x al PIT 3 PROPOSED CABIN PROPOSED DRIVEWAY 103 530 HEPWORTH—PAWLAK GEOTECHNICAL, INC. LOCATION OF EXPLORATORY PITS Figure 1 / SI Depth — Feet 0 5 10 LEGEND: 1/1 NOTES: PIT 1 ELEV.= 95.0' WC= 7.5 DO=90 -200=83 _J WC=9.4 DO= B2 PIT 2 ELEV.= 94.1' WC=16.7 DD=99 LL=31 PI=15 PIT 3 ELEV.= 104.2' WC=11.5 DD -102 -200=93 PIT 4 ELEV.= 90.5' / 0 __ WC=14.7 DO=74 -200=76 WC=10.7 5 DD=B1 MAN—PLACED FILL; sandy clay and gravel, firm, slightly moist to moist, dark brown. 10 tL w 0 TOPSOIL; sandy silt and clay, organic, firm, slightly moist to moist, dark brown. CLAY (CL); slightly sandy to sandy, medium to high plasticity, medium stiff to stiff, moist, brown. 2" Diameter hand driven liner sample. Disturbed bulk sample. 1. Exploratory pits were excavated on August 25, 2003 with a Ford 555 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 instrument level and refer to the Bench Mark shown on Figure 1. 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. Fluctuations in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content ( % ) DD = Dry Density ( pcf ) —200 = Pe cent passing No. 200 sieve LL = Liquid Limit ( % ) PI = Plasticity Index ( % ) 103 530 HEPWORTH—PAWLAK GEOTECHNICAL, INC. LOGS OF EXPLORATORY PITS Figure 2 Compression Compression — Expansion % • 0 1 2 3 4 5 6 7 1 0 1 2 3 Moisture Content = 9.4 percent Dry Density = 82 pcf Sample of: Sandy Clay From: Pit 1 at 10 Feet Compression upon wetting 0.1 1.0 0 APPLIED PRESSURE — ksf 100 Moisture Content = 11.5 percent Dry Density = 102 pcf Sample of:Slightly Sandy Clay From:Pit 3 at 4 Feet Expansion upon wetting 0.1 1.0 0 APPLIED PRESSURE — ksf 100 103 530 HEPWORTH—PAWLAK GEOTECHNICAL, INC. SWELL CONSOLIDATION TEST RESULTS Figure 3 I s , , Compression W N JO 03 V 0) U A W N 0 Moisture Content = 10.7 percent Dry Density = 81 pcf Sample of: Sandy Clay From: Pit 4 at 5.5 Feet • Compression upon wetting • • • 0.1 .0 0 100 APPLIED PRESSURE — ksf 103 530 HEP WORTH—PAWLAK GEOTECHNICAL, INC. SWELL CONSOLIDATION TEST RESULTS Figure 4 0 z 0] 0 SUMMARY SOIL OR BEDROCK TYPE sandy clay sandy clay sandy clay II slightly sandy clay II gravelly sandy clay (fill) II sandy clay UNCONFINED COMPRESSIVE STRENGTH (PSFI ATTERBERG LIMITS PLASTIC INDEX (A) in o, 0 J J 31 W ' i w a i m y 6 M CO CO 76 z O Q oG 0 0 GRAVEL (%) 1 NATURAL DRY DENSITY Oct/ O N m a) m ZOL d N. —m co NATURAL MOISTURE CONTENT (%) 7.5 Tr a; ai r c0 in 14.7 1--- O II SAMPLE LOCATION I DEPTH (feet) co O _ in v 2 I Lc) 11 14 N M ct No 1l-kble3 Job A Owner Contract;P;12\ ;12j ess 05430 cele Assessor's Parcel No BUILDING PERMIT CARD &C 3 a9 R\ -t a2Y//-W-O/E Date ,---?-ara-OS Setbacks: Front Soils Test Footing 4--%. -0� Foundation ,(o-05 / W-- Grout Underground Plumbing 7 -2 -0 -05/01N - Rough Plumbi 2.O o5 nRoughPlumbi g a -13-o. 0M - Framing -5-1-0 Framing%-O Insulation 3-10-0 Roofing Drywall .3-/Dazii9ht 44)LiOnk Gas Piping 1- //-Oli dress-4CSi1 CIR sz9G PIPephone #(t -CW- Ito41 Address'St ta/11sk1- L Phone #6as-4sSti Rear RH LH J Zoning COZS - 3'O7 IG47a. INSPECTIONS u. aft ,40, skos 'SDP -q-t Weatherproofing Mechanical Electrical Rough (State),/, f�D fig" Electric Fin (State) `f-1%(' 4. y / Fina -t49 repleted? Certificate Occupan c Date Septic System # 37 Date Final /j-' 0 Other NOTES (continue on back) INSCtU M WILL NU r tft MYUWt wan) THIS CARD IS POSTED OK THE JOB NOTICE REGI ERE!) FOR !N,PEC'TIU'' BUILDING PERMIT GARFIELD COUNTY, COLORADO 1 Date Issu4.0.51.Zoned Area Permit No F ` cI AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws 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 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 Inspector and IMMEDIATELY BECOME NULL AND VOID. Use 1 " `ca, Lr til* • Address 'r legal Desc ' do ear_: war OCR Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footings-'C-:ckll'_ Foundation 7- 5-12) D.--- nay t` _ Underground Plumbing Insulation - it -E _ /4-., Rough Plumbing 2,_ [12).2i) Drywall frie-ii gpila a Y -y ,b6, ,lu / Chimney & Vent '27- - J.. i—' - f�,( j `4,41, Gas Piping Final j 2 -4, w f,_..-, Septic Final g -'-OS sNg ` e _ Framing - - • _ u , (To include Roof in place and Windows and Doors installed). 7r Notes: 5c, z5 (i" tie' r •r.- _: _ -- ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Phone 384-5003 109 8th Street County Courthouse Glenwood Springs, Colorado. APPROVED Dat eQ BY i II—'3taa ' t✓ IF PLACED OUTSIDE - COVER WITH CLEAR PLASTIC 6 oK