Loading...
HomeMy WebLinkAboutApplication- Permit• • w Garfield County Building & Sanitation Department 108 8`h Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 NO. CR CIL Job Address 01( a— BAAe(e. P&c4± Rall. CceoQe CCS/693 9391- Ili -0I- 063 p Nature of Work Building Permit Hovr�a a e d"L S3 f} /R -gym 91 a✓W RCx , � °a - Use of Building --e-411)-E- .}o� � elNut9 ui ld /1AA1"telit 4 / tc Owner lC I)-pY\ t(L-(JI / : ..i • J-4. riseYC -411)-E- . Al) / Amount of Permits $ '1955 ;73 3 Veeg 11.5/ bCO- +.e s& +0 frALLA Id 02(3-0/ Clerk 8 Permit No: GA.RFIELD COUNTY BUILDING PERMIT APPLICATION 108 8" Street, Suite 201, Glenwood Springs, CO 81601 Phone: 970-9454212 / Fax: 910-384-3470 / Inspection Line: 970-384-5003 9 IV! y Parcel/ScheduleNo: 27S 1 I- I O 10 6 3 AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR ANDIOR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE 1SSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN 1N 3018.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF BBS JURISDICTION. TBE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITLES BY CARFLEID COUNTY FOR ERRORS, OMISSIONS OR DISCREP£NCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Gniom.003 *r . p' aD4 a: " 1 HEREBY ACKNOWLEDGE THAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): Job Address: Q'7 gvC_ PC.; Nil- RD ciderk O q%a; 1 Lot No Block No: Subd. / Exe tion: 14tt,mes+e'd 534 Hot norectMAVq-CwcC,PsMina, 2 Owner: f Vane?? K H (4.1 -TED 0IAWPNP6tit bS Address -- 279 LI6t+Tit1U lab Ph: 927 - 0S53 Wk Ph: 3 Contractor: . L i6 131-141Lc. C.c►x,TRIA t1-1 o'L Address: ClQ— csl. v tuff P 0s,rx+4 Ph: 4,18 4l Z t Lic. No. 4 Architect/Engineer: tIPet Ye aa* Address: Ste 2n�"s- bilicbst, Ph: 947 -837" Lic. No. (.2.9i. 9 5 Sq. Ft. of Building: Sq. Ft. of Lot: Height: No._ of Floors: 6 Use of Building: R2S. -57P c5nsiprothayr a anc .dor k 7 Describe Work: 4, vreQ.'-\ weed 0.40-t2_ / 45Niic-(c 8 Class of Work: New o Alteration o Remove o Addition o Move 9 10 Garage: o Single 3 S7 W.r- o Double Carport: ❑ Single o Double Driveway Permit 01. On -Site Sewage Disposal or Site Plan (Septic) FF�� 11 Valuation Work: 6 90,000 y Adjusted Valuations: $ _/atiliczt � * 12 Special Conditions: - - -�--_�-_- - N - � q I • e.t.,3 J ra>a'o t_dt-ets• (e E u 6-2S 05 vckt4ak NOTICE A SETA '(E ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OBLO[ARADO. -- — - - - - THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR, IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK 15 COMMENCED. I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE COMPLETED WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONST' reekN. /4, 1 � 5710 Plan Check Fee: - %�-'r7J_ //d -00- (94;72.1p ' F(' �(Jf� Permit Fe ' 3 020. SC (� t 3.t / TIoCJ Fee: Dated Permit Issued: Fee: I • ✓C l 3 ]"d793g, { P _ .�5 $1 O Grn`up. Const. Type: 3 C_Xfi4 an %e Zoning: Setbacks: Manu. Home: ISDS No. & Fill m/ cob If 3qE�BLi '1. 1•s�•ATE .r ��. ��'Q �/�°�y NG DS PLNG.DEL/ 'APPRO 'ATE APPROVAL/ ATE AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR ANDIOR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE 1SSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN 1N 3018.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF BBS JURISDICTION. TBE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITLES BY CARFLEID COUNTY FOR ERRORS, OMISSIONS OR DISCREP£NCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Gniom.003 *r . p' aD4 a: " 1 HEREBY ACKNOWLEDGE THAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): 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. A complete bathroom, 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 1997 UBC 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, 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 occupanc , use d the issuance of a Certificate of Occupancy for the dwelling under building permit # 4,15PZ Y Signature Date Bpcont03/2004 s 4 VALUATION/FEE DETERMINATION Applicant kiy*a Subdivision Panatawna gaV4 cies Address (,U,CV- Qa'i Af Rd) . Lot/Block tfornesFead <3 4 Date (t20- 01 Contractor (,t+L; L Loins { Finished (Livable Area): Main 23Qf Upper 2 e Lower Other Total Square Feet 44,c4 n 6 co Valuation Basement: Unfinished /50(0 X 41.6° Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Gage: ra Crawl Space: Decks/Patios: Open Valuation 1173 Y It • `s° Valuation AMTNESMI .40 Valuation /dif 2g8 Total Valuation /MS W % 12 32411 029 41,74 4w, igD Applicant ,)'194,4 Address Pa Date Cr3D- A+ 1: t Finished (Livable Area): Main 23i/ Upper 2'1OS Lower Other Total Square Feet 44 % 196? , Valuation Basement: Unfinished 15-0(0 X 4 .6° Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Crawl Space: Subdivision pand`0.w+a RavtaieS Lot/Block /4oone sEeadt S3 4 Contractor Lia+k; t 1(N 2 35/ 23Ot Valuation 1173 Y (g Valuation Decks/Patios: -lisertfrien G7(a Open Valuation /if 2 gg Total Valuation /in W 9 !Z FJ Lc.i 4 kts-ct RY 4'93.$/ 4}60573 38B.©g `Tomc £ 0 r6?- 7 4, &2ci 6474 21,ll'J 2.(114/ 73.29/0 D,294 4zo, igD 16,4 4g obccti ti A. 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 8, 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 within the envelope. Yes / 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying for a building permit on is located on a comer lot. Special setbacks do apply. Yes / 3. Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent properties), 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 J 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 and the clearances required between wood and earth? Yes / 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces's and 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), floor loads 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, roof rafters or joists or trusses? Yes 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 Colorado Phase II certifications or phase II EPA certification? Yes f No 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code Chapter 37? Yes No l 3 ' a a 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 Building Code? Yes / No 16. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes r 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 glazing for these areas? Yes r No 18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? 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 covenants? Yes r 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 abuilding permit? The building permit application will not be accepted without it. Yes _ No 21. Will this be the only residential structure on the parcel? Yes No If no -Explain: 22. Have two (2) complete 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 — No 24. Have you designed or had this plan designed while considering building and other construction code requirements? Yes — No 4 25. Do your plans comply with all zoning rules and regulations in the County related to your 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 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? 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 will result in a $47.00 re-inpsection fee? Yes r 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 priori() receiving a Certificate of Occupancy and occupancy of the building? Yes e— 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 Uniform Building 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 5 Department at 625-8601 or refer to the phone book for the State Highway Departments phone number. 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 / 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) 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 exemption) 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 ISDS and other activities? Yes No N/A I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. 64 Date Phone: 9 27 "C' S'S (days); J-lYw.t (evenings) Project Name: t2t ei /(c u L n Project Address: 3 - \ Ysuc' c._. • 'Poi 4,5t QOt t 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 6 ARCHITECTURAL CONTROL AUTHORITY CERTIFICATE a The Panorama Ranches Architectural Control Authority on the -3 CrKday of May 191ile reviewed the application presented on behalf of uIt< s*okr. 1) Approval of application without conditions 2) Denial of application 3) Approval with the following conditions .�..:4s� on Lot # 53/\ and took the following action: # Votes Yes # Votes Yes # Votes No # Votes No # Abstentions # Abstentions # Votes Yes 5 # Votes No O # Abstentions O - t eye- 24 � _ . I .qooit n Da approval by ACA: r ' a.y By: Glut Jun 03 04 06:53a • District 1 970-945-1318 p.1. Garfield County Road and Bridge, District 1 7300 Hwy 82, Glenwood Springs, CO 81601 970-945-1223 ph. 945-1318 FAX Date: 06-03-04 To: Building & Planning From: Bobby Branham Re: Driveway permit exemption For: Ted Diamandopoulos and Nancy Kuhn 229 Light Hill Rd. Snowmass CO 81654 Ph. 927-0053 Contractor: Lighthill Development and Investment Inc. 534 Diamond A Ranch Rd. Carbondale CO 81623 Ph. 704-0597 Fx. 704-0598 Location: Lot 53A Buck Point Rd. Panorama Ranches Scope of Work Obtain building permit Road and Bridge Concerns: This property lies outside the system of maintained county roads, and is therefore exempt from County driveway permit requirements. Bobby Branham Dist.l Road and Bridge APR -09-2004 15.19 H—P GEOTECH GeeteCh HEPWORTH-PAWLAK GEOTECHNICAL April 9, 2004 Lighthill Development Attn. Michael Easley 534 Diamond A Ranch Road Carbondale, Colorado 81623 Subject: brow mlir-r wt;rk C:corec1'.vcvL Inc. so2PConn; ? it.,:,a lit ;lenw..,t ;pec .x. Cali - !601 Phone 97(.9'U•790.: l;u, 970•943 til i4 enmd: ' vnr; cl• Job No.104 223 Subsoil Study for Foundation Design, Proposed Residence, Homestead 53A, Buck Point Road, Panorama Ranch, Garfield County, Colorado Dear Mr. Easley: As requested, Hepworth-Pawlak Geotechnical, Inc. performed a subsoil study for design of inundations at the subject site. The study was conducted in accordance with our agreement for geotechnical engineering services to Lighthill Development dated March 23, 2004. The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered are presented in this rcpott. Proposed Construction: The proposed residence will he one and two story wood frame construction above a partial basement and partial crawlspace with an attached garage, located on the site as shown on Figure 1. Basement and garage floors will be slab -on - grade. Cut depths are expected to range between about 4 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 arc significantly different from those described above, we should be notified to re-evaluate the recommendations presented in this report. Site Conditions: The property is currently vacant of structures and vegetated with stands of scrub oak, sage brush, grass and weeds. The site is located on a relatively flat northeast to southwest trending ridge with moderate to steeply sloping grades down to the Cast and west. Elevation difference across the building footprint is about 7 feel. Subsurface Conditions: The subsurface conditions at the site were evaluated by excavating three exploratory pits at the approximate locations shown on Figure 1. The logs of the pits are presented on Figure 2. The subsoils encountered, below about one foot of topsoil, consist of one to three feet of slightly gravelly sandy clay overlying silty sandy basalt gravel and cobbles. Results of swell -consolidation testing performed on relatively undisturbed samples of the finer portion of the silty sandy gravel, presented on Figures 3 and 4, indicate low compressibility under existing moisture conditions and light loading and minor collapse potential (settlement under constant load) when wetted. The samples were moderately compressible under additional loading after wetting. Results of Parker 303-841-7119 • Colorado Springs 719-633-5562 • Sihcrthorne 970-468-1989 P.01/10 APR -09-2004 15.19 H -P GEOTECH -2- a gradation analysis perfiumed on a sample of sandy gravel (minus 5 inch fraction) obtained from the site are presented on Figure 5. No lite 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 cif 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 residence. The gravel matrix soils tend to compress after wetting and there could he some post -construction foundation settlement. Footings should be a minimum width of 16 inches for continuous walls and 2 feet for columns. Loose and disturbed soils encountered at the foundation hearing level within the excavation should be removed and the footing bearing level extended down to the undisturbed natural soils. Exterior footings should be provided with adequate cover above their bearing elevations for frost protection. Placement of footings at least 36 inches below the exterior grade is typically used in this area. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 12 feet. Foundation walls acting as retaining structures should be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at least 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 gravel soils devoid of vegetation, topsoil and oversized rock. Underdrain System: Although free watcr 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, crawlspace and basement areas, he protected from wetting and hydrostatic pressure buildup by an underdrain system. The drains should consist of drainpipe placed in die 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. Free -draining granular material used in the underdrain system should contain less than 2% passing the No. 200 To; Nr,.104 223 Germ:ail P.02/10 PPR -09-2004 15.20 H—P GEOTECH -3- sieve, less than 50% passing the No. 4 sieve and have a maximum size of 2 inches. The drain gravel backfill should be at least 11/2 feet deep. P.03/10 Surface Drainage: The following drainage precautions should be observed during construction and maintained at all times after the residence has been completed: 1) inundation of the foundation excavations and underslab areas should be avoided during construction. 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) Landscaping which requires regular heavy irrigation, such as sod, and sprinkler heads should be located at least 5 feet from the building. Limitations: This study bas been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty eithcr express or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory pits excavated at the locations indicated on Figure 1 and to the depths shown on Figure 2, the proposed type of construction, and our experience in the area. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory pits and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report, we should he notified at once so re-evaluation of the recommendations may be made. This report Inas been prepared for the exclusive use by our client for design purposes. We arc 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 hearing strata and testing of structural till by a representative of the geotechnical engineer. Job No.104 223 RPR -09-2004 15 20 H—P GEOTECH -4- If you have any questions or if we may be of further assistance, please let us know. Respectfully Submitted, HF.PWORTH - PAWLAK GEOTECHNICAL, INC. ouis E. E11cr Reviewed by: Daniel E. Hardin, P.E. LE.E/djb Attachments: Figure 1 — Lo ploratory Pits Figure 2 — Logs of Exploratory Pits Figures 3 and 4 — Swell -Consolidation Test Results Figure 5 — Gradation Test Results Table 1— Summary of Laboratory Test Results lo5N0.1 na 223 P.04/10 RPR -09-2004 15:20 H -P GEOTECH P.05/10 980 990 TO BUCK POINT ROAD 1000 PIT 3 1 PROPERTY LINE 980 990 NOT TO SCALE 104 223 HEPWORTH—PAWLAK GEOTECHNICAL, INC. LOCATION OF EXPLORATORY PITS Figure 1 APR -09-2004 15:20 1. • H -P GEOTECH P.06/10 0 , 5 10 LEGEND: r.i —7 21?) -79 frj J PIT 1 ELEV.= 995' wc-et ob=)1 -200.88 wC=9.9 a0•ee PIT 2 ELEV.= 994' PIT 3 ELEV.= 998' TOPSOIL: sandy silt and clay, organic, firm, moist, dark brown. CLAY (CL); sandy, medium stiff, moist, reddish brown to brown. WC.B.5 DO.,se 0 ._ 5 10 GRAVEL AND SAND (GM -SM): slightly silty to silty, with cobbles. medium dense to dense, moist, light brown, colcoreous, basalt rock. 2" Diameter hand driven liner sample. Disturbed bulk sample. NOTES: 1. Exploratory pits were excavated on March 24, 2004 with a 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 obtained by interpolation between contours on the site plan provided and checked by instrument level. 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 explorotory pit logs represent the approximate boundaries between material types and transitions may be gradual. 6. No free woter was encountered in the pits of the time of excavating. Fluctuation in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content (t ) +4 = Percent retained on the No. 4 sieve 00 = Dry Density ( pcf ) -200 = Percent passing No. 200 sieve Depth — Feet 104 223 HEPWORTH—PAWLAK GEOTECHNICAL, INC. LOGS OF EXPLORATORY PITS Figure 2 PPR -09-2004 15.20 t. , • H -P GEOTECH P.07/10 0 1 2 8 .a V a 3 3 4 5 0 x 1 g 2 v 3 4 Moisture Content = 8.1 percent Dry Density = 71 pcf Sample of: Gravelly Silty Sand Matrix From:Pit 1 at 4 Feet N\ Compression upon wetting 0.1 .0 0 APPLIED PRESSURE - ksf 100 Moisture Content = 9.9 percent Dry Density = 69 pct Sample of:Gravelly Silty Sand Matrix From:Pit 1 of 10 Feet Compression upon wetting 0.1 .0 0 APPLIED PRESSURE - ksf 100 104 223 HEPWORTH—PAWLAK GEOTECHNICAL, INC. SWELL—CONSOLIDATION TEST RESULTS Figure 3 FPR -09-2004 15 21 • . H -P GEOTECH P.08/10 Compression % CA w 0 ' Moisture Content = 9.5 percent Dry Density = 91 pof Sample of• Gravelly Silty Sand Matrix From: Pit 3 at 5 Feet -------____ThNo No movement upon wetting 1 1 r 0.1 1.0 0 100 APPLIED PRESSURE - ksf 104 223 HEPWORTH—PAWLAK GEOTECHNICAL, INC. SWELL—CONSOLIDATION TEST RESULTS Figure 4 APR -09-2004 15:21 • wI. H -P GEOTECH P. 09/10 'CENT R TAI •, 141011011110511 wa110 1e[ 11ADINGS 510%0 warns u.s stns sorts cvu SOJ7m. aaoe+rS--i 2 t. 7 HN 45 MN. 17 S. nor. tat . S. earn am /100 ►70 pa re ee r J/Ir 3/C , 1/2-3' rr r ,00 10 20 No e0 so w 70 e0 03 100 -- SSSS 27' Sela IMES SYS r SIN i we. SP -- - a SI SO __as Sala o ••.��_ i•s- -.�� s • moo �� •• aSC___ T -- al SD --s^ a So So �����_ I M• S Se MS-- ��C� ��� SS CO- =••-aSMUM — SS a sr se. IS des a _— _—i_a C �• — = ales— �S—MOSS • lab PS AM S C s ma ------a-__ ---- SE Sal VS SS a IS a_ IS --- _— Sal laa - laSE--S SUM eal .002 ars .074 .110 .300 /00 ,,10 1.11 410 O'e11510.0 DIAMETER OF PARTICLES IN MILOMETERS MENEM 315 10.2117 752 201 CLAY 10 KT GRAVEL 60 % LIOL'ID LIMIT art 1 Imr IMAM SAND 30 % m�ren r1,c L COARSE SILT AND CLAY 10 X PLASTICITY INDEX SAMPLE OF: Slightly Silty Sandy Gravel FROM: Pit 2 at 10 thru 12 Feet with Cobbles iJy:ZME1iJ_%*i1flu 104 223 HEPWORTH—PAWLAK GEOTECHNICAL, INC. GRADATION TEST RESULTS Figure 5 APR -09-2004 15:21 H—P GEOTECH Job No 104 223 • O r o M o co co is frcMusV I o~ - . r N2 -P co 00 2' 0I f Q 0 01 allalI H r n 1 Q1 r 0, 1S 1 L_ TOTAL P.10 PLAN REVIEW CHECKLIST Applicant kt4,v / Building J Engineered Foundation •-•: iveway Permit `---�Smeped Site Plan SO / ✓ Skeptic Permit and Setbacks ✓Cirade/Topography 30% ttach Residential Plan Review List Minimum Application Questionnaire 1/4 Subdivision Plat Notes A/.A Fire Department Review L Valuation Determination/Fees 'V Red Line Plans/Stamps/Sticker 4.1.14 Attach Conditions LVApplication Signed Plan Reviewer To Sign Application •ParceUSchedule No. 40# Snowload Letter- Manf. Hms. GENERAL NOTES: Date 4-30 -oil Planning/Zoning Property Line Setbacks 30ft Stream Setbacks Flood Plain Building Height Zoning Sign -off Road Impact Fees HOA/DRC Approval Grade/Topography 40% Planning Issues Subdivision Plat Notes • • J GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 Phone (303) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT I CD . of 0 Permit N- 3982 Assessor's Parcel No. ,9391--)o/-0/-043 This does not constitute a building or use permit. PROPERTY/ 9�mnd� Owner's Name"^t � +Uiaoco CUl Present Address(9a9 �15hu1H1 �d' ✓`--` Phone- qac � S:3 System Location 071a-- BAcK PO + P4 Oda -Pc g(6a3 Legal Description of Assessor's Parcel No E tOf S+ead 53A /0n or0. rv.cl, Rarriles a 391 - 111-oI-o6-3 SYSTEM DESIGN Septic Tank Capacity (gallon) Other Percolation Rate (minutes/inch) Number of Bedrooms (or other) Required Absorption Area - See Attached 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 andlor Manufacturer or Trade Name Adequate compliance with County and State regulations/requirements Other Dates /C)- Inspector ,p RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SIT•JGt�" ��' r `C. - *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 a 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 specif ications contained in the application of permit commits a Class I, Petty Offense ($500.00 fine — 6 months in jail or both). White - APPLICANT Yellow - DEPARTMENT ._. No 9I ` Job Address C ]./I)L. OwnerH r +II ',,� Contractor t �C./ Assessor's Parcel No a39/- 7/-0/-®63 Date 97 f (O cf BUILDING PERMIT CARD �i IoOJ' Address 9;if one # 9c 'F -C3 etr u - . StJ 53 A ge.rt2b-i.,,.p. vut C d.se Y/cam eket-tt Address 3q d44 -c -d -ad Phone # �D -g'7�� Setbacks: Front Rear / RH LH Zoning SI 1Y1 � �1 av-t1 INSPECTIONS Soils Tes Viva 4 Footing ' 13. -Jr/Tee-- Foundation 7 ji- C/779 - Grout Underground Plumbing Rough Plumbing %a-1'Lt (hi -- Framing 1 2---1 o /` 1 - Insulation 11-10 CU1' Roofing Drywall Gas Piping /Z-1 'C(/ f -t5_ 51 as(°saw tietiet-10A 65.4.Q,0-eAA4- -94, ins ?Low NOTES Weatherproofing Mechanical Electrical Rough (State) Electrical Final (State) Finals t7 -c itehecklist Completed? Certificate Occupancy # Date Septic System # Date 7/1,'/°V Final MaiL Of or TisberzLnce f,j. Other dl.wrel-l- y w-€ (continue on back) I INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS NOTICE FOR INSPECTIONS ci11 BUILDING PERMIT 11 GARFIELD COUNTY, COLORADO Date Issue;1114t) Zoned Area Permit No let 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. U,Sj F Ors let Ssettp(pi t .RZ w idled( ctrek Address or tl.-egral Description 717 v 1y; tbl At `` ' _ estQ CJ Owner %' ulatmoltiD bttID5 Contractor ► R COAs 1. Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Fooling /- i 7,C q -61 ----- ---- Foundation 7-3 i' - 0‘174---- Foundation')- Underground Plumbing Underground i Insulation ' 2.-- to -ci Rough Plumbing - - _i_i,cm/ - Drywall f- j4 -c5" Chimney & Vent J Electric Final (by [j' Gas Piping / 7 - / e a/ eIInspector0/14/s ySState Final f_ 17 v51? Electric Rough (By State Inspector)iiivt$i4 Septic Final roar 14,a sr 1;,n A,/ kraming Notes: / L -/—c'( (To include Roof in place an Windows and Doors installed). ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Phone 384-5003 108 8th Street County Courthouse Glenwood Springs, Colorado. AP�P1 RO.VEDD�O�IN,LO�T DESTROY THIS CARD Date'? (4(% By 'IAiSe`0.1� IF }LACED OUTSIDE - 0 R WITH CLEAR PLASTIC