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HomeMy WebLinkAboutApplication- Permit9 Garfield County Building & Sanitation Department 108 8'h Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 Job Address 0 US a./4o 10la.a 28 vas-ei V2.E ciAcaroc Nature of Work Building Permit f3/4-4-0-4# oN07 - /PI - oq--oc ti Use of Building Owner NO. c15Ito Contractor Amount of Permit $ /58'! "l4"f- Date len 3o SCJ 7 �- e Clerk 1 4 GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8' Street, Suite 201, Glenwood Springs, CO 81601 none: 970-945-8212 / Fax: 970-384.3470 / Inspection line: 970-384-5003 Permit No: 5 ( ' Parcel/Schedule No: VO IN /0 VOA R OR OWNER TO CONSTRUC THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF 711! ISSSUANCE OF 7015 FERIAE', THE SIGNER. HEREBY *ems TO COMPLY WITH ALL BUILDING CODES AND LAND US REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.26.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES TMA' IF TILE ABOVE SAID ORDINANCES ARE 1407 FULLY COMPILED WPIH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF TILE ABOVE DESCRIBE STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE R SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFITJ REQUIRING TME CORRECTION OP ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BERN CARRIED ON THEREUNDER WHEN IN VIOLATION OF TIES CODE OR ANY OTHER ORDINANCE OR REGULATION OF THE JURISDICTION. THE REVIEW OF SUBMITTED PIANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CON ACCEPTANCE 0 ANY RESPONSIBILITIES OR IIABLFRES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPON FOR THESE ITEM AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIPICIALLY WITH THE ARTIC7ECT, DESIGNER, BUILDER COMMENTS ARI INTENDED TO BE CONSERVATIVE AND W SUPPORT OF THE OWNERS INTEREST. Guiom.003 1 HEREBY ACKNO E THAT I HAVE READ AND UND AND THE AGREEMENT ABOVE (RiMAL); 5I u7/0 S �¢�T#salao - P, d7.7y Job Address:01 Lo this) (t - _ )3G-& p Co I(_ 3- l�-2� 1 Lot No: i ^ Block No: Npfh Snbd..({/(/(,zgAptlo��nt . ' ., 2 Owner:Addr 4 ` enli s Ph: Wk 3 Contractor:// ■ 4� Address: / ri Pb:,',- \ . Lk. No 1 4 Archltect/Englneer: /s 11(CA0-f4 Addres .��4, Ph: SSS -(933 Lie. 5 Sq. Ft of Building: /, ? �, f ] Sq. Ft of Intl Height: No. of Floors: 6 Use of Building: yl ,A(..0 �/ f ` I/ e S(r����J 1 V 7 Describe Work: f/�'o iiiH� " 8 Class of Work: ❑ New o Alteration o Remove o Addition ❑ Move 9 10 Garage: ❑ Single Double Carport: a Single o Double a Driveway Permit o Onsite Sewage Disposal ❑ Site Phis (Septic) 11 Valuation of Work: S AdjustedValuations: 173 ...n.]la 12 Sppdal Conditions: ,4huQA ,_.,p i � erce �P-/U'Vc11_:N6- NOTICE A SMARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO. TELLS PERMITBECOMES NULL AND VOID IF WORK OR COPGI'RUCTION AUTHORIZED 1S NOT COMMENCED WITHIN IM DAYS, OR IP BA O ED FOR A CONSTRUCTION ORAT SUSPENDED OR ABANDONED OF DAYS T ANY TIMEATTER RKISOMM A.-r-411, 1 HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED TIS APPLICATION AND IO4OW THE SAME 70 BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING 77113 TYPE OF WORK WILL BE COMPLEWITHIN TED WHETHER SPECIFIED HEREIN OR 140T. THE Plan Check. Fee: % 3 , / T 6Z3•151 Permit Fee: QI Cit5 . - _ Total Fee: Dated Permit Issued: ( L /�/ ! , 3o -=/ (0aq, 2'f „2" OCCGroup: Const Type: , . • - ------ _ -...LOCAL TAFT .l en OF CONSTRUCTION. • _ _r _. 51'.. i - - s • r mg FERPORMANCg ♦ 1 A ` s ' 4 "1� 4 Manu. Home: 4130 ISIS No. & F ? al SP • APfRQV it DATE mom' Darr. APPROVAL / DATE f44/+`-4 %ILK, R OR OWNER TO CONSTRUC THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF 711! ISSSUANCE OF 7015 FERIAE', THE SIGNER. HEREBY *ems TO COMPLY WITH ALL BUILDING CODES AND LAND US REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.26.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES TMA' IF TILE ABOVE SAID ORDINANCES ARE 1407 FULLY COMPILED WPIH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF TILE ABOVE DESCRIBE STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE R SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFITJ REQUIRING TME CORRECTION OP ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BERN CARRIED ON THEREUNDER WHEN IN VIOLATION OF TIES CODE OR ANY OTHER ORDINANCE OR REGULATION OF THE JURISDICTION. THE REVIEW OF SUBMITTED PIANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CON ACCEPTANCE 0 ANY RESPONSIBILITIES OR IIABLFRES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPON FOR THESE ITEM AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIPICIALLY WITH THE ARTIC7ECT, DESIGNER, BUILDER COMMENTS ARI INTENDED TO BE CONSERVATIVE AND W SUPPORT OF THE OWNERS INTEREST. Guiom.003 1 HEREBY ACKNO E THAT I HAVE READ AND UND AND THE AGREEMENT ABOVE (RiMAL); 5I u7/0 S �¢�T#salao - P, d7.7y 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, anchor 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 • ancy for the dwelling under building permit # �S I b Signature BpcontOct211 Date i VALUATION/FEE DETERMINATION Applicant Qs/JA Address /(NT Cff a C`rCte- Date (9-1.05 Finished (Livable Area): Main //5/ Upper Lower Other Total Square Feet Valuation Subdivision U 0 v — 1" 6 Lot/Block 40 Contractor vwFAft-, x 74bx = 85,9510.68 Basement: Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Craw] Space: Valuation 3&t y (8 Valuation Decks/Patios: Covered Valuation Open Valuation /2o x /L Total Valuation 700Z mo 74 /3ig. (g 1 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 10 submit the completed checklist at time of application for a permit. 1 '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: 1063.1 (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 within the �rfvelope. Yes r/ 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 fora building permit on is located on a corner lot. Special setbacks doypply. Yes l/ 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 p�rties), streams or water courses? Yes 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes 2 5. 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 6. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces andyl q clearances required between wood and earth? Yes d1 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces's and so s? Yes 8. Do the plans include design Toads as required by Garfield County for roof snow loads, (a minimum of40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and wind !gads? Yes 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes v 10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters oyjoists or trusses? Yes L/ 11. Does the building section drawing or other detail include the method of positive connection of all columns 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 down to existing (undisturbed) grade contours? Yes 13. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Co do Phase II certifications or phase I1 EPA certification? Yes o 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code 37? Yes No 15. Does the plan include a window schedule or other verification that egress/rescue windows 3 from sleeping rooms and/or basements comply with the requirements of the Uniform Building Code? Yes L- No 16. Does the plan include a window schedule or other verification that windows provide natural light and venfor all habitable rooms? Yes tila No 17. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety ing for these areas? Yes No 18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the pl Yes ✓ No 19. Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision process, are building plans in compliance with all plat notes and/or covenan 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 fora building permit? The building permit application will not be accepted without "y Yes ✓ No 21. Will this be betlatily residential structure on the parcel? Yes •/ No If no -Explain: 22. Have two (2) corn a sets of construction drawings been submitted with the application? Yes 23. Do you understand that the minimum dimensions a home can be on a lot is 20ft.wide and 20ft. long? Yes t/ No 24. Have you designed or had this plan designed while considering building and other construction cod -requirements? Yes fNo 25. Do your plans comply with all zoning rules and regulations in the County related to your 4 properties zone district? Yes / No 26. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes No 27. Do you understand that approval for design and/or construction changes are required prior to the application ese 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? 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 f/ No 30. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $47.00 re= npsection fee? Yes i 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 Occupancy and oc y of the building? Yes No 32. Are you aware that the Permit Application must be signed by the Owner or a written authority be given for an Agent and that the party responsible for the project must comply with the U 'fo wilding Code? Yes No 33. Are you aware as part of the submittal for a building permit you are required to show proof of a driveway access permit from Garfield County Road & Bridge Department or if applicable the State Highway Department? If a permit is not necessary, then a letter stating that information is required. You can contact the Garfield County Road & Bridge Department at 625-8601 or refer to the phone book for the State Highway Departments 5 phone numbe� 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 appli le inspection. Yes No 35. Are you aware, that on the front of the Building Permit Application you will need to fill in the ParceVSchedule Number for the lot you are applying for this permit on prior to submittal of a building permit aption? Your attention in this is appreciated. Yes No 36. Do you know that the local fire districty require you to submit plans for their review of fire safety issues? Yes [/ No (please check with the building department about this requirement) 37. Are you aware, that if you receive your water and/or sewer from an Association, District, or Municipality you will be required to provide the County with a copy of the Tap Permit (or evidence of an exe on) at the time of the building permit application submittal? Yes No N/A 38. If you are within five (5) miles of the City of Rifle or the Town of Parachute, have you checked with them concerning water shed protection zone permit requirements for ISD 5 and other activities? Yes No N/A 1 here b ledge that I have d, understand and answered these questions to the Signature o Phone: Project Name: Project Address: _ days); 23/074? (evenings) 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 6 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. Bpminreg04/2004 7 PLAN REVIEW CHECKLIST Applicant 6 t 4sa.Q t3 Building ✓ Engineered Foundation A llDriveway Permit 'v -•"S rested Site Plan Date (o - t-O� 73.E itio•L i„ . fISeptic Permit and Setbacks Grade/Topography 30% ttach Residential Plan Review List ✓ Minimum Application Questionnaire Subdivision Plat Notes Fire Department Review '— Valuatio Determination/Fees ed Line Plans/Stamps/Sticker ach Conditions ✓Applic ion Signed lan Reviewer To Sign Application arcel/Schedule No. 40# Snowload Letter- Manf. Hms. GENERAL NOTES: Planning/Zoning roperty Line Setbacks AM 30ft Stream Setbacks $41. Flood Plain �uilding Height _.7 -ting Sign -off Road Impact Fees ---4-(0A/DRC �Approval �Cirade/Topography 40% AM Planning Issues Subdivision Plat Notes 05/17/2005 TUE 16:49 FAX 9705230103 GRACE 90eES ®002/006 BATTLEMENT MESA SERVICE ASSOCIATION ARCHIIT.CTURAL COMMITTEE APPLICATION & CHECKLIST (for New Home Construction projects) Homeowner cline, ento Home Ma�7mgAddress " 7 /Pa Q®i (51 Home Phone: Work Phone (ifdesced): 5,? CR- 65 ss Project Address: Ot (0 S ofi 'UIDut,ue't: "y0 Block: the Subdivision: Production Home Plan Name (if linable): ( tLnpri Homebwlder: CROW -A/YAW { Y W �y Bu±essMaifngAddrest is(' 4)�� & o"//t ea - �l Sag BnsuresPhone: rice ,S S .0 Fax(if ): /j SubmmittalDate: Estimated Start Date: EstimatedConpletionDate: SUBMITTAL REQUIREMENTS: Two Copies each of items I, 2 & 4 need to be submitted ((leek/ -off items attached to the Application. Fill in spaces as indicated.) V 1. Site Plan Drawing (1" = 10' or 1" = 20' scale) with the following information shown: Lot, Block & Subdivision name. ✓ c- Street Address of Project. V BuiMing Setback Lines (also fill-in the shortest distance between property line to exterior wall closest to that property line). Please be aware that all Building Setbi Lines are taken from your Property Line Pins!! Your Property Line is NOT Curb Line!! Dwaine Unit Front Setback: Left Side Setback: 1848' Right Side Setback: t 2. Rear Setback: Utility Easements. / — 55' Clear Site -Line at Intersection Comer Lots. Emu Zs`/81 ✓ Site Grading Elevations & Drainage. ✓/ 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. Page 2 of 6 a 05/17/2005 TUE 16:49 FAX 9705230103 GRACE HOMES ®003/006 1/ 2. Architectural Drawings (1/4" = 1' or 1/8" = 1' scale) with the following information shov Floor Plan(s) with overall dimensions (511 -in the following square foot areas). First Floor Finished Living Area: Second Floor Finished Living Area: Lower Floor Finished Living Area: Total Finished Living Area Total Unfinished Living Area: Garage Met 9 square fret square feet square feet /fSf square feet square feet 99a square feet Budding Elevations Plans indicating doors, windows, exterior materials, building rete roof pitch, roof -mounted evaporative coolers, etc. (fill-in maximum height below). Maximum burldmg height to highest ridge line or building structural project '243 r" 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 fine. V3. Exterior Materials (fill-in the selections below): Roofing Mazer al:r 4T f Q P.� ( ,,,..Bio Color: Primary Siding Material• ale Wiy_r� Color. Accent Siding Material: Color. t,----- TrimMateIiF a0 GPS Color. i/ MasonryMaterial: finis -4A. & k Color. /ton 4-rn 0 Y Stucco Materials: tJ IN Color. a/ FrontDoorMaterial: g412111' Color: 16141 GarageDoorMaterial• 04 het Color: - larLp . COLOR SAMPLE COLOR SAMPLE COLOR SAMPLE COLOR SAMPLE Page 3 of 6 COLOR SAMPLE COLOR SAMPLE 05/17/2005 TUE 16:49 FAX 9705230103 GRACE HDMES 0004/006 1/ 4. Landcrape/Irrigation Plans with the following information: Planting Plan (indicate areas ofirrigated lawn, tree placement, shrub beds, ground cow / etc.). ✓" Plant Material listing by species of trees, shrubs and grasses. 4/ l Groundcover Material with weed control barrier. ✓/ Fences Other Landscape Improvements (decks, site lighting, flag poles, etc.). 5. Variance Request (if applicable) Give details below: ✓ 6. Residential Construction Monetary Deposit: I/We hereby acknowledge and understand that our failure to complete Home Construction, Improvema Projects or Landscaping Construction within the time constraints noted in Conditions 2. & 3. On Pag 6 of this Application will result in a Notice and Opportunity for a Bearing before the BMSA Board Directors. If I/We are found in violation of these Conditions at the Hearing it will result in a fine to th Owner of not less than 5500.00 per month for each full month in excess of the allotted completion tim frame. I/We hereby acknow)edge that Rome Construction or Improvement Projects orLandscape Constantin features which are built in non-conformance with this full application, including the Conditions I Approval noted on Page 6 of 6 herein, I/We will be cited by the BMSAJAC in written citation form at th time of discovery. In extenuating circumstances a Variance may be requested from the BMSA/M provided such Variance request item is within the purview and approval jurisdiction of the BMSA/A( If a Variance is not granted by -the BMSA/AC and if the Non -Conforming Items are not corrected withi 60 days after the date of written citation, I/We will be served Notice of a Hearing before the BMSA Boar of Directors, and if UWe are found in violation of these Non -Conforming Items at the Hearing I/We wi be fined a minimum of 5500.00 per Non -Conforming Item. Notwithstanding the foregoing, I/R acknowledge that the BMSA Board of Directors and/or Architectural Committee may pursue any leg: remedy available in the event of a non-compliance. Page 4 of 6 05/17/2005 TUE 16:50 FAX 9705230103 GRACE HOMES • This portion of the Application Form is to be completed by the Architectural Committee (not the Applicant). CONDTIIONS OF APPROVAL or DISAPPROVAL ®006/006 1. No sitework or building construction may proceed on any Lot (including no preliminary site tear grubbing, grade alteration, storing of material, foundation excavation, extension of underground utli etc.) until the Project has received a Project approval from the Architectxzal Committee and has I issued a Building Permit (as required by Garfield County for new home or Renovation projects). 2. AD general building and site improvements construction for any Project shad k completed and shall b issued a Certificate of Occupancy from the Garfield County Building Department no later than one rear after the issuance date of this Architeetural Comomittee Armmval 3. The complete landscaping and revegetation ofthe improved Lot, to specifically include the front, dee . yard areas, shall be completed no later than sur (6) months from the date of the Certificate Occupancy. 4. If the selection of colors and /or landscaping plans are not included with this application they must submitted for approval before any action is taken to install the missing items. S. 6. 7. Application A royal By: Application Approv By Chairman: of Architectural Committee Members): n subject to the above conditions: Arts' Ari: Application Denied (Initials of Architectural Committee Members): By: Application Denied for reason(s) stated above By Chairman: Date: `r J7 oJ- Page 6 of 6 Date: •1 irA Yeh and Associates, Inc. Geotechnical Engineering Consultants 5700 E. Evans Avenue Denver, CO 80222 Tel.: (303) 781-9590 Fax: (303) 781-9583 April 22, 2005 ` Dn > 2nd u.,U ;15 Mr. Dan Penny - Grace Homes, Inc. 786 Valley Court Grand Junction, CO 81505 0170 Mel Ray Road Glenwood Springs, CO 81601 Tel: (970) 3841500 Fax: (970) 3841501 Project No. 24-116 Subject: Test Pit Observations,anBattlement Mesa, Garfield County, Colorado. Reference. HP Geotech, "Preliminary Geotechnical Study, Proposed Roan Cliff Village Development, Parcels 2-5 and 2-6, Battlement Mesa, Garfield County, Colorado", dated September 16, 2002. Dear Mr. Penny: As requested, a representative of Yeh and Associates, Inc. observed backhoe test pits at the subject site to investigate near surface conditions in order to provide recommendations for shallow foundation design and construction. The findings of our investigation and recommendations for construction of residences on the subject lots are presented in this letter. A preliminary geotechnical report was conducted by HP Geotech in 2002, as referenced above. Yeh and Associates, Inc. work was done in accordance with our agreement for geotechnical engineering services for Grace Homes, Inc. dated November 5, 2004. Based on conversations with the client, single-family residences are planned on these lots. We anticipate the foundations will consist of a concrete mat with thickened edges. Basements are not planned for these residences. The lots are rough graded and curb and gutter is installed. Streets were not paved at the time of our investigation. Based on site observations, the lots are near construction grade and fill placement should be negligible. We observed five test pits located between Lots 8/9, 10/11, 12/13, 40/41 and 42/43. The soils exposed in the pits consisted of native silty to clayey sand and gravel on Lots 8 — 11 and sandy silt and clay were encountered on Lots 12, 13 and 40 — 43 to the maximum explored depth of approximately 4 feet. Results of swell -consolidation testing performed on three samples indicated the soils exhibited slight compression to low swell (-0.4 to 0 percent) when wetted under an applied pressure of 1,000 psf. Grain size analyses indicated that the native soils consisted of approximately 22 to 68 percent low to moderate plasticity silt and clay, 27 to 53 percent sand, and 1 to 48 percent gravel. Atterberg limit test results indicated liquid limits of 28 to 54 percent and plasticity indices of 7 to 28 percent. The native silt and clay classified as MH or CL and the sand and gravel as GM and SC by the Unified Soil Classification System. Laboratory test results are attached. Groundwater was not encountered in the excavations and the soils were slightly moist to moist. Project No. 24-116 Based on our investigation, spread footings or a mat foundation constructed on the undisturbed natural soils can be designed for an allowable soil pressure of 1,500 psf for the above referenced Tots. Soils encountered near anticipated foundation level exhibited compression during laboratory testing. Previous investigations indicated that potential settlement may be higher than indicated by these test results. Increases in moisture content due to irrigation or other sources could cause hydro -collapse of the subsoils resulting in foundation movement. Care should be taken to provide drainage away from the residence. Recommendations for surface drainage are presented in the referenced report. Loose, disturbed soils encountered at foundation level should be removed and the foundation should be extended to undisturbed soils. Other design and construction recommendations presented in the above referenced geotechnical report should be followed. This study was conducted in accordance with generally accepted geotechnical engineering practices in this area at the time the investigation was performed for use by the client for design and construction purposes. The recommendations submitted in this letter are based on our observations of the subsoils encountered in the test pits and laboratory test results. This study is based on the assumption that soils at other portions of the lot are similar to the conditions encountered in the pits to the depths excavated. The risk of foundation movement may be greater than indicated in this report because of possible variations in the subsurface conditions. Expansive soils may occur on this site. If expansive clays are encountered in building areas, they may need to be removed or the footings designed with a minimum dead Toad pressure to reduce foundation and slab -on -grade movements. If the conditions encountered in foundation excavations vary from what is described in this report, we should be notified to re-evaluate our recommendations. We recommend on-site observation of excavations and foundation bearing strata by a representative of the geotechnical engineer. Please call if you have any questions. YEH AND ASSOCIATES, INC.r O REG (61114/14/0 0 Q,O t). JD•• ,. OP 61 Q 4/14/of�tt.1 = 35832 ? ‘E Richard D. Johnson, P.E. 2of2 U 2 Z 0 ■ YEH & ASSOCIATES Summary of Laboratory Tes 0 ( I a 4 E z 0 (0 nit ) i � CLASSIFICATION I USCS GM SC CL CL 0 } r- a — < p ck _ < R -VALUE 3Eck D°05 % Swell (+) / Consoli- dation (-) 0.0 (411,000 psf 90 k 0.4 X1,000 psf /kk© M Atterberg Limits co r- e ■ a CO 2 m Grain Size Analysis ƒa §/ .-«a 7/ A 2 Q 0 ; Ti / ^ j q in ivm © - oli 0a 0 a 92 Moisture Content (%) 23.8 in 18.9 Sample Location Sample Type Bulk & Cal Bulk Bulk & Cal Bulk Bulk & Cal Q. 0 3 3 J J J -i ; § ) 112 & 13 k 142 & 43 § ! Consolidation( -)/Swell(+), % Consolidation( -)/Swell(+), % 2.0 0.0 • -2.0 — • • -4.0 — -6.0 • • WATER ADDED IGraph 1 0.1 2.0 - 0.0 1 10 Applied Normal Pressure, ksf -2.0 — -4.0 — -6.0 Graph 2 WATER ADDED 0.1 1 10 Applied Normal Pressure, ksf Graph Number Lot Numbers Depth, ft Dry Density, pcf Moisture Content, % Consolidation(-) /Swell(+), % Soil Description SWELL/ CONSOLIDATION GRAPH 1 8&9 0-4 94 23.8 0 GM Drawn By: BH 2 42 & 43 0-4 92 18.9 -0.4 CL Checked By: RDJ Job No: 24-116 Project Name: Valley View Village YEH & ASSOCIATES, INC r• • Consolidation( -)/Swell(+), Consolidation( -)/Swell(+), To • 2.0 0.0 -2.0 -4.0 i 0.1 2.0 0.0 -2.0 WATER ADDED Graph 1 1 10 # Applied Normal Pressure, ksf -4.0 -- -6.0 -6.0 IGraph 2 0.1 # Applied Normal Pressure, kat 10 Graph Number Lot Numbers Depth, ft Dry Density, pcf Moisture Content, Consolidation(-) (Swell(+), % Soil Description SWELL ) CONSOLIDATION GRAPH 1 12 & 13 4 5.3 -0.2 CL Drawn By: BH 2 Checked By: RDJ Job No: 24-116 Project Name: Valley View Village YEH & ASSOCIATES, INC • Hydrometer Analysis Size of Particles in mm U.S. Standard Sieves Sieve Opening in Inches 0) C e N CD it , 1 1 56 52 47 39 N Sieve Size 3" N r r' \ c a# a c, 8 R v CO A T 8 8 o o $ 1'0 ) v Bussed wowed 0 N O 0 O 0 0 0 0 o r Particle Size (mm) SIEVE ANALYSIS IMO CD 4 f`7 0 z 4i d n 0 z 0 rn 0 a m m C Y EN tecta 0 0 0 Valley View Village N E 10 Z N 'o a J J Lots 8 and 9 0 G) a coE m r N 0 o a a CO COCN 0) 1' .1'11 I I, I 'I I III 11 • I'i I 1_1 i111 II Ii I. 1 I I I I 1 T1 I T r I I -'I • �•• Li II' I I ._- -I- i , --. _ -,- r L L I 1 tE A l 8 8 o o $ 1'0 ) v Bussed wowed 0 N O 0 O 0 0 0 0 o r Particle Size (mm) SIEVE ANALYSIS IMO CD 4 f`7 0 z 4i d n 0 z 0 rn 0 a m m C Y EN tecta 0 0 0 Valley View Village N E 10 Z N 'o a J J Lots 8 and 9 0 G) a coE m r N 0 o a a CO COCN 0) • a • 0) c o 0 Iu a 11�111 ,I 77 67 m V v N Sieve Size N N \ 1- nlnlnul a - - N Hydrometer Analysis Size of Particles in mm Sieve Analysis U.S. Standard Sieves Sieve Opening in Inches 8 8 52 to A ti IU O O 8 m D N V Bussed ;mewed A N O O 0 6 0 O 0 w u toL SIEVE ANALYSIS 6 Z U N 0_ 0 Z 0 rn L N a ce 0 m T m C Y 0 0 Valley View Village V c ca 0 0 O •) a E v 0 w � ac E co co a 1.0 m N CO N -J J J 0- a <) N N 0 0) m CD '0 c 0 •N) C N U 0) N �o U c C 0 O Oto E N c c £ c` a u 11�111 ,I I,�, 1� nlnlnul 1 Ir 111111 •1,11111111111 fill ■ fl flo�� YYmo��oee 1'— •moo■ II!I IWlul , 11 111111111, /�I•III H 11 ,I. 11111111111 1.1 1 1111111 111111111W. 11111111 uuuuunnruum T I •�NNO' iissossermison •.ueuuue ••noun .Jti'IIIIHHN 1 11 1111111111M, I' i 111111111 I ; 011 uIflhInhui • Min •uIuhIflufsomminlin IIfuufl MAMMON ueo... • MMM 1111� RINomoso 1 11 11111111 iiiiiu u iiiil�111 ���uu�ul uflhlu NiummonNEmnionn as iI 1 1 L-_-_ -. i 1 I - - 1T I I -4 II I i 11 111 O O 8 m D N V Bussed ;mewed A N O O 0 6 0 O 0 w u toL SIEVE ANALYSIS 6 Z U N 0_ 0 Z 0 rn L N a ce 0 m T m C Y 0 0 Valley View Village V c ca 0 0 O •) a E v 0 w � ac E co co a 1.0 m N CO N -J J J 0- a <) N N 0 0) m CD '0 c 0 •N) C N U 0) N �o U c C 0 O Oto E N c c £ c` a u !• • 1. %, Passing 4 1 1 1 1 1 06 88 OD10 0)4 N- 0 N W N m(0 iM N N \ _ • 0 •N 1 e' n � # 04# (�� V Hydrometer Analysis Size of Particles in mm 0 a 0 N U.S. Standard Sieves Sieve Opening in Inches 8 8 0 • • in • 1V 0 • 0 0 0 0 • 0 Bussed Iuaaad 0 N O O O 0 Particle Size (mm) 0 0 0 SIEVE ANALYSIS 4 N LO 0 z U Ul a 2 m LL gn O O N re re v T "ci c - y u; O 00 Valley View Village E m z Lots 12 and 13 O N o. E mcn 0 OD N J J 0 N -J a o a CV CV N V c m m W c en LL O W Ec N 0 I 1I III 111 IN I H IN II IIIIINIIII ; MMoIw=I IN t NMI nq n.au �I:i No n■■ Nmimmommonison■■■q■mono I J■ � .n .■.n■■.■ r .Y■.■�.■.Npm. • 111 01• , 11111111 ! HIIHNIII l 1 1' •Ant mil ulmi1 ' q■..q.■..... .f. n■■nmol■■ ■■■■ MUM •...0 n.. mm .n.r4 . . ...n • .■ lio 1110 y 11111 11111 11 ►i II gm II 111 AIM NM I■IFI MN r In q ■q■ in ' � 1� n■n■ 1 • ii n■. inn ■■■n..q. •in . _ .•• ..um moms , I 1111011 11 ■MI ' II 1 min 1 � i n ' ■n n■■ Y -1 , , ■non■ ■. II • —Y --I_-- MEI ��sommum.__. .+___+, '-7 ''�` 1 :q 1_' i t ■n■n�== 1Ir1IT r 0 • 0 0 0 0 • 0 Bussed Iuaaad 0 N O O O 0 Particle Size (mm) 0 0 0 SIEVE ANALYSIS 4 N LO 0 z U Ul a 2 m LL gn O O N re re v T "ci c - y u; O 00 Valley View Village E m z Lots 12 and 13 O N o. E mcn 0 OD N J J 0 N -J a o a CV CV N V c m m W c en LL O W Ec N 0 Y• • • • Hydrometer Analysis Size of Particles in mm a w m i 0 U.S. Standard Sieves Sieve Opening in Inches 0) c e N CO0 . 1 i , I i 1 CO 0) N 0) CO O 75 N (0 Sieve Size N r- =a (1 rt.! C 4 _O o 0 N 1 # IN 8 2 0 R e A m iry 8 8 m n m n a Buussed IuGDJed M N O O 0 0 0 8 O E N W m 0 Y 0 V C CA' c 0 r.+ U CQ C ...CO) `3 4) en ,C VI C 4tIt LI)till U C INC U C U ibq SIEVE ANALYSIS N O Z d O 6 Z E.'. O) Li- -7 '0 0 0 N LL d CO CO 10 C . W .d.. 0 0 0 Valley View Village E z 0 Lots 40 and 41 0 • 0. E w 0) 0 at E ce 0 N 10 -J J M a a CO c o! 0) 0 CL n '0 C 0 0-• a E u N fn 0 ll; !;i 1 I ISI iiI 1 I • 1 fYoI W _ art pa■ ; ow WA 1 p..I•aaMIE MIME r+l l •I r I ; II � I S • 11 111 1 ■ NI II ill I ■! /41•1 I 1 MI NM O Inn 1 ' ' MEN Nn IMMUNE \II rMINNII1 IN NI 11 1 UII N ■ 11I NI II mum li. o 11 ImH 11 �NO� H•■•• n�n ' ■ •#r ...■M_ '111 1: I I i IN 1_11 n nuunuu i Sep 19 2005 1:09P14 HP LASERJET 3330 lannolidaterEstatenantandaranageas Ma ayi0...11..0 ab. M1dt4 bUwta1sa Pit anal Crean erten inrens David Mead Garfield County Building Department Fax: 970-384-3470 9-19-05 RE: Grace Homes Valley View Battlement Mesa, Single Family Residence at 0165 Cliff View Circle. Building Department: I have been retained by Grace Homes to provide engineering services for the above referenced project. 1 have supervised inspection of the foundations and walls prior to concrete placement to came conformance with the drawings that I prepared and were submitted for permit. The foundations are structurally adequate to satisfy the building codes currently adopted by Garfield County. Please contact me if there are any questions concerning this project. Signed, Darren R. Adams, P. E. RECEIVED SEP 2 Q 2005 ukr;b'ELO COUNTY BUILDING & PLANNING p.4 Sep 26 05 10:31a Battlement Mesa Metro Dis 9702859631 p.l BATTLEMENT MESA METROPOLITAN DISTRICT 109 TAMARLSK TRAIL / P.O. BOX 6116 / BATTLEMENT MRSA, CO 81636 (970) 285-9050 / FAX (970) 285-9631 FACSIMILE TRANSMISSION Date:06/23/05 &— Payee Ls+ Ta 41`2@kiC O: Andy Schwaller COMPANY: Garfield County Building & Planning FAX NUMBER: 384-3470 FROM: Amie Arneson FAX NUMBER: 970-285-9631 MESSAGE All Tap fees have been paid and Water & Sewer Service is approved for 165 Cliff View Circle. Thanks, Arnie TOTAL NUMBER OF PAGES: 1 CONFIDENTIALITY NOTICE: This fax communication is intended only for the above-named recipient. If you have received this transmission in error, please call (970)285-9050 as soon as possible. It is unlawful to disclose, in any manner, such confidential information to anyone other than the person to whom it is directed. K:occ•Qtarm D COUNTY BLDG PLAWIN P. 1 COUNTY OF GARFIELD - BUILDING DEPARTMEN CORRECTI N NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at / -C 24�IM�LA% C-; Permit No. 95a I have this day inspected this structure and these premises and found the following corrections needed: CJBBz h� �i G W5 -77y/-k- / -fit t /% LS_ You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date 9 LC -0 -< Building Inspector Phone (970) 9458212 No g51(0 Job Acldres() 1 (35 Owner -e-, Contractor Assessor's Parcel No BUILDING PERMITCARD /y ' I ( / UIQ.+ t7 r / y ,/0 ICL -4A. a . V Address /` O tfaCif Gs- V hhJone # j-,3 �S Phone # Zoning Address '-&?-444-eai R/deve Setbac ks: Front S, R w)avia_r petm#4 Soils Test Footing Foundatio Grout Underground Plumbing G,-2I-DS1Qovl Rough Plumbing 7- -0579191. Framirg !- 29-0s Insulation S-3-OY /J)ik Roofing Drywall Gas Piping Rear RH INSPECTIONS LH Weatherproofing Mechanical �9 Electrical Rough (State) I'24 C3 c n Electrical Fi I State) 13-h_5Qlt-ov.7 Final hecklist om.Pleted? Certificate Occupancy / 3 Date C. 05— Septic SSeptic System #mg - Date Final Other NOTES ggril .mea ar Ft (continue on back) ■■w1 1.v 1 am 111166 nu 1 DL IRMYL WILCO° n. THIS CARD IS POSTED ON THE JOB • 24 HOURS NOTICE REQUIRED FOR INSPECTIONS 1 BUILDING PERMIT f%,,,, G(ARFIELD COUNTY, COLORADO j�� Date Itsuedl.Q4 � WZoned Area Permit No lc.�./' AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zon' , location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are no fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by nota,tice from the County Building Inspector and.IMMEE TELY BECOME NULL AIk VOID ContractorJew eir eba,* cifs `xi) n Add^^�.qr Legal Descrt do t>,rn�-Ore+ON* Setback; Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. IMES INSPECTION RECORD �Footing Drioewayiv# Foundation Underground Plumbing ,11-osia&- Insolation e 3-a.S . h Plumbing 1.20-05"dstl Drywall -er-os ,CIA___ Clum ney & Vent 7.1_0 -o5 ifs., Electric Final (by State Inspected 9Pit5/415D Gas Piping 1-g-0 -v5 ,0-,A- Final 9 -74 -054+1t - Electric Rough (By Sate Iaepeetor) ? _ Septic Final Frani in 7- yq- Ds- ani- (To include Roof in place and Windows and Doors installed). Notes: Nm 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 Call 384-5003 108 8th Street Glenwood Springs, Colorado DO NOT DESTROY THIS CARD APPROVED J� Datei( By �'.i . <E, IF PLACED OUTSIDE - C VER van CLEAR PLASTIC