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Home My WebLink AboutApplication- PermitGarfield County Building & Sanitation Department 108 8'h Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 Job Address 65 'e 4 1 17 AI at, NO. C15 Nature of Work Building Permit �¢.Q It 013 913- QJ,3 - Use of Building Sao 7a_ L9. 2tAute-0-0- c. vyl d t1 / 4Li A-�1/t' ��d Owner Contractor Amount ofPermitS i2iLig ,149 r ‘c, f a 5160 65r- Clerk Permit No: GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8'° Street, Suite 201, Glenwood Springs, CO 81601 Phone: 970-945-82121 Fax: 970-384-34701 Inspection Line: 970-384-5003 G53(2 Parcel/Schedule No: 39.3'053-05-007 AGREEMENT PERMISSION 1S 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 ISSSUANCE 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 IN 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 STRL'CTURE,THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE 1T 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 THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITHi5 BY GARPTEID COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. 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. /I GuiamAW I(//J �I 1 HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE GNI ): � l _nJ 1'if(n4 Job Address: 04 (05 P;non 11-;,,e.G1k.\ ri A33 Oa 8740 ► S�b� 1 Lot No: Block No: Su d. / Ex mption: � I �� il;�,�^� a St 3P�;^�s /44S Als.(j05 1'101 2 Owner:.ddr .�.'awl t I��' ��sC �o /VA lea7 0-J5 Co Ph: pyo) 0269-6yi V Ph: 3 Contractor: ofp Address: i'/LW), Ph: Lic. No. 4 Architect/Engineer: Address: Ph: Lic. No. 5 Sq. Ft. of Building: ! 1�� 1 Sq. F0.3iac�i f� gmHeight: �1 N . oFloors: 6 Use of Building: RCS;.dem 4G. `� 7 Describe Work: S (� Ef' AO -a &I `w' -V OW 8 Class of Work: Y New ❑ Alteration ❑ Remove C o Addition ❑ Move 9 o Single Garage: A 44 . InC A ci a( Double Carport: ❑ Single o Double 10 67 Drivewa Permit at On -Site Sewage Disposal Site Plan , '` /.%%L} (Septic) 11 Valuation of ork: $�OO OQ O Adjusted Valuations. $ 2)9i a77 `2 12 Special Conditions: NOTICE A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OFCOLORADO. Plan Check Fee: / - -y4/ (Total Permit Fee: %e/_ 6- 76- IT THIS PERMBECOMES 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 IS COMMENCED. Feel: Dated Permit Issued: -7 IIJ� 4 /7 aD ; _/79(•i, t.19 4-50 o I HTHIS HEREBY CERTIFY THAT 1 HAVE READ AND EXAMLNED TS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK W1LL BE OCC rrooup: Const. Type: n 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 OFC. Zoning: Setbacks: 5 2 /A SD. _/ 7_ o � /1 Manu. Home: ISDS No. & Fee: I��l�,/` �/t�i Jpan : .. 'APPRBLD iEIfDATE rp.B4 0J', .07e y/ytkAi"n 2 l1/0 13— - AGREEMENT PERMISSION 1S 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 ISSSUANCE 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 IN 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 STRL'CTURE,THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE 1T 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 THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITHi5 BY GARPTEID COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. 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. /I GuiamAW I(//J �I 1 HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE GNI ): � l _nJ 1'if(n4 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 occupanccx use and the issuance of a Certificate of Occupancy for the dwelling under building permit # Hl 53 c„, Signature BpcontOct2004 S-/7- DS Date VALUATION/FEE DETERMINATION Applicant /LOS Subdivision Subdivision (�-t--4t- S /� JS�a 76141J "Lc Address (� �j'rr �T Lot/Block /7 F �� Date G - /-tt5 Contractor OU3r Finished (Livable Area): Main Upper Lower Other 126,9 Total Square Feet Valuation 1q5if -4-13- Basement: E Basement: I Unfinished Wei I( Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Valuation 4 42 1 /8 Crawl Space: Valuation Decks/Patios: Covered Valuation keg i 24 Open Valuation 3* 7V42.7 /, Total Valuation 7.2474- 52 ) z47L52) 029 t1)1"'4 4512 ZJC//z �a� 4. GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS For SINGLE FAMILY DWELLING CONSTRUCTION Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. Other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Applicants are required to indicate appropriately and to submit the completed checklist at time of application for a permit. Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. l Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line and original grade. A section showing in detail, from the bottom of the footing to the top of the roof, including re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house -rap, (which is required), siding or any approved building material. Engineered foundations may be required. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. wind speed, wind exposure B or C, and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IRC. 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each 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 Section: 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the envelope. Yes X 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 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 acressing the property? Yes 5. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the IRC or per stamped engineered design? Yes ?C 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 ]4- 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits? Yes >c 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 X 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof constructio 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 X 11. Does the building section drawing or other detail include the method ofpositive connection of all columns and beams? Yes 12. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat roof? (Building height measurement usually not to exceed 25 feet) Yes x 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 No 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes No X 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 IRC? Yes X No 16. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes X 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 X No 18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes X 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 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? The building permit application will not be accept d 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 jc 23. Do you understand that the minimum dimension 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 de requirements? Yes __o No 25. Do your plans comply with all zoning rules and regulations in the County related to your properties zo a 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 2< No 27. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes X 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 it? Yes ? No 29. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made from 7:30 a.m. to 3:30 p.m. Monday through Friday. Inspections are to be called in_ /to 384-5003. YesR No 30. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re -inspection fee? Yes No 31. Are you aware that you are required to call for all inspections required under the IRC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy f the building? Yes No 32. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for an Agent and that the party responsible for the project must comply with the IRCy7 Yes No 5 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 & Bridge Department at 625-8601. Yes a/ 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 tim f applicable inspection. Yes X 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 jC 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. Signature of Owner Phone: (77e,_)zO /p -el / (days); Project Name: A/(vrr Date (170) io9 - t ' I S' (evenings) 4,-®sse RCS ' 4 C Project Address: Oti(,S Pirnon Or:ve 6/c-rwocc►' Sionds CO 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 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. BpminregOct2004 6 Applicant riCloSisme— Date 6 `7O PLAN REVIEW CHECKLIST Building Engineered Foundation yl if Driveway Permit /S yed Site Plan Permit and Setbacks Gra e/Topography 30% yh Residential Plan Review List Minimum Application Questionnaire - Subdivision Plat Notes Al 4. Fire Department Review Valuation Determination/Fees Red Line Plans/Stamps/Sticker Attach Conditions lication Signed ✓ Plan Reviewer To Sign Application Parcel/Schedule No. 40# Snowload Letter- Mani. Hms. GENERAL NOTES: Plan ing/Zonin vz Property L. e Setbacks Oft St ; am Setbacks Plain lding Height oning Sign -off pact Fees HOA/DRC Approval Grade/Topography 40% Planning Issues Subdivision Plat Notes CERTIFICATE OF ARCHITECTURAL APPROVAL ELK SPRINGS HOMEOWNERS ASSOCIATION LOS AMIGOS RANCH PUD GARFIELD COUNTY. COLORADO (970) 945-6399 DATE OF ISSUE: F5-10-05 Approval of plans submitted by: Jason Grosse/Misty Murr Dated: 3-30-05 I Titled: To be constructed on: Lot 17 EXHIBIT 13 Grosse/Murr Residence I Filing 2 I Los Amigos Ranch PUD, Garfield County, Colorado, is hereby given by the Elk Springs Architectural Review Committee (ARC) with the following conditions and exceptions: 1) The general contractor must meet with the Committee to obtain Contractor Excavation Approval. 2) The light source of exterior lighting must not be visible from off the property. Light fixtures must be no more than 10' above the plane illuminated and no more than 60 watts. 3) All disturbed areas must be re -vegetated. Permanently irrigated areas must not exceed 3000 square feet. 4) The planting of 8' to 14' coniferous trees of varying height will be required for screening. The specific number, locations and heights will be determined by the ARC after construction and consultation with the owners. a. Maximum number of trees required: 8 General locations: j South and East sides 5) The highest roof ridgeline must not exceed: ' _ 1024' All other ridgelines must be within 4" of stated height. 6) All chimneys and vents must be the minimum height allowed by applicable building codes. 7) All shiny roof materials or protrusions must be painted or clad a non -reflective dark color. 8) Any light rocks used for landscaping or retaining walls which are visible from off site must be darkened. 9) Driveways must be surfaced with chip -seal, asphalt or concrete within one year from date of occupancy. 10) Driveway lights must be 30' off the road and 20' apart, and no more than 24" high and no more than 25 watts. 11) All wood burning fireplaces must be Colorado certified. 12) Complete engineering plans for ISDS need to be submitted prior to installation of system along with engineers stamp and signature. 13) Variance request for dormer ridge run of approx. 3' above 24' height limit is approved. 14) Any exterior lighting must be approved by the ARC prior to installation. 15) Staging and parking areas need to be defined. 16) Probably should consider a chimney instead of a wood stove flue. The black painted flue could stick out of the roof approx. 8-9 feet and would be unstable without installing an even more unsightly brace. NOTE: This certificate of Architectural Approval is automatically revoked one year from the date of issue if construction has not commenced. Extension must be sought 30 days prior to the Pee A. expiration date. The review of plans by the ARC does not cover compliance with local building Codes or other authorities. Approval for conformance with building codes must be sought directly from the local authorities. This certificate of Architectural Approval is not effective until: 1) all conditions and exceptions are acknowledged by the owner's signature; 2) the executed original is returned to the ARC and 3) Contractor Excavation Approval is granted. A Certificate of Occupancy and a Certificate of Compliance must be obtained within 18 months of the Effective Date written below. I here By agree to the exceptions and conditions above: Owner Signature CONTRACTOR EXCAVATION APPROVAL: Required to begin clearing and excavation: The general contractor must meet with the Committee to provide proof of a general contractor license, post the Contractor Deposit, and discuss construction management and final site review of staking, flagging and fencing. Staking, flagging an fent' g reviewed and approval Effective Date: ! d excavation Mminwin Head npad ou neniions nisr.>e,�� f$atured Majolica fiish. Size: 80,000 BTUs!' fl o o `sq, EPA Rating 2 8 grams per hour • Maximum Log Length: 22" Stone Finish: Polished Gray Soapstone Casting Finish: Cast iron available ui a yartery of Hearthstone enamel & matte finishes Palnred Blue/Black Matre Sarin Black Ena,npl Blnc4 wnh Gln. E„a,„ el 6ro,+ Mninhr t„a,, leo 1-1gpwOByH-PAwt.ntc GROTECHNtcAt, INC. March 1, 1995 Oil to Stan Pasuala 1202 Ivy Lane Carbondale, Colorado 81623 3720 Rase 154 Glenwood spdny, costeal Fax 303915-8151 aro m 303 94798E Job No. 195 127 Subject: Subsoil Study for Foundation Design, Proposed Residence, Lot 17. Los Amigos, Garfield County, Colorado. Dear Mr. Paausta: As requested, Hepworth-Pawlik Geotechnical, Inc. performed a subsoil study and percolation test for design of foundation and septic disposal system designs al the subject site. The study was conducted in accordance with our agreement for geotechnical engineering services Ill you dated February 7, 1995. The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered ate presented in Ibis report. Proposed Construction: The proposed residence will be a 2 story wood frame structure above a walkout baseutent level and located ott dtc site as shown on Fig. 1. Ground floor will be slab -on -grade. Cul depths are expected to range between about 3 to 8 feet. Foundation loadings for this type of construction art assumed to be relatively light. If (wilding conditions or foundation loadings are significantly different from those described above, we should be notified to reevaluate the revv tendations presented in this report. Site Conditions: The site was vacant and covered with patdty snow at the lime of our 1ield work. The ground surface in the building area is moderately sloping down to the southwest with about 10 fat of elevation difference across the building footprint. To the west of the building area is a small ravine. Vegetation consists of a pima and juniper forest with undcrslory of grass, weeds and sage brush. Subsurface Conditions: The subsurface conditions at the site were evaluated by excavating 2 exploratory pits at the approximate locations shown on 19g. 1. The logs of the pits are presented on Fig. 2. The subsoils encountered, below about 6 to 10 inches of topsoil. consist of basalt gravel cobbles and boulders in a sandy silt matrix to a depth of 7 feet in the building area and gravelly sandy clay to tate pit depth of 4 feet in the driveway area. At Pit 1 lava now ruck appeared to be encountered at 7 feet where Were was practical refusal to backhoe digging. Results of swell -consolidation testing perforated on a relatively undisturbed sample of the sandy clay from Pit 2, pressed on Fig. 3, indicate low compressibility under existing moisture conditiotls and light loading and a low expansion potential when wetted. itesults of plasticity testing performed on the clay front Pit 2 showed a low to medium plasticity. No free water was observed in the pits al the time of excavation and the soils were slightly moist Stan Pasusta March 1, 1995 Page 2 Foundation Reoousmendations: Considering the subsoil conditions encountered in the exploratory pits and the nature of the proposed construction, we reconuncnd spread footings placal on the undisturbed natural soil designed for an allowable soil bearing pressure of 2,000 psf for support of the proposal resideuc . The bearing soils will vary and there could be some post construction settlement If the bearing soils become wetted. Footings should be a minimus width of 16 inches for continuous walls and 2 feet for columns. The excavation bottom will likely he ragged due to the basalt luck. Loose aunt disturbed soils and encountered al the foundation bearing level within the excavation should be moistened and compacted or removal and the fooling bearing kvel extended down to Uto 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 arca. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of al least 12 feet. Foundation walls acting as retaining structures should be designed to resist a lateral earth pressure based on an equivalent lluld unit weight of at least 50 pcf for the on-site soil as backfill excluding oversized rock. Floor Slabs: The natural on-site soils, exclusive of topsoil, are suitable to support tightly to 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. Flour slab control johns should be used to reduce damage due to shrinkage cracking. The requirements fur joint spacing and slab reinforcement should be established by the designer basal on experience and the attended slab use. A minimum 4 -inch layer of free -draining gravel should be placed beneath basement level slabs to facilitate drainage. lids 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 1111 can consist of the on-site soils devoid of vegetation, topsoil and oversized rock. Underdrain System: Although free water was not encountered during our exploration, it has been our experience in mountainous areas that local perched groundwater may develop during limes of heavy prceipilatkur or seasonal runoff. Proven ground during spring runoff an create a perched condition. We recommend below grade construction, such as retaining walls and basement areas, be protected from wetting and hydrostatic pressure buildup by an underdrain system. H -P GEOTECN L. Ai 1J Page 3 The drabs should consist of drainpipe placed in the bottom of the wall backflt surrounded above tate 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 uudcrdrain system should contain less than 2% passing the No. 200 sieve. less flan 50% passing the No. 4 sieve and have a maximum sine of 2 inches. The drain gravel backlit should he at least 1 1R feet deep. Surface Drainage: The following drainage precautions sltoutd be observed during construction and maintained at all times after lite residence has been completed: 1) Inundation of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backlit! 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 at least 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 frau the foundation in all directions. We reconuncnd a utinit®n+ slope of 12 inches in Ile first 10 feet in unpaved areas and a minimum slope of 3 inches lit the first 10 feet itt pavement and walkway areas. A swale will be needed uphill to direct surface runoff around the residence. 4) Roof downspouts and drains should discharge well beyond the limits of all bacitfihl. Percolation Testing: Percolation tests were conducted on February 10. 1995 to evaluate the feasibility of an htfillratitm septic disposal system at the site. One Inutile pit and 3 percolation holes wctc dug at locations as shown on Pig. 1. The test butes were hand dug at the button of shallow backhoe pits and were soaked with water. The soils exposed la the percolation holes arc similar to those exposed in the Profile Pit shown on fig. 2 and consisted of basalt rock fragments in a sandy silt matrix. The percolation lest rates varied from 7 to 30 minutes per inch. The site appears suitable for a conventional infiltration septic disposal system. 'the selected disposal arca airuuld be investigated for adequate soil depth below the disposal level at the time of construction. A civil engineer should design the infeluatiun septic disposal system. H -P GEoreat Stan Pastels March 1, 1995 Page 4 Lindlatiotte: This report has been prepared in accordance with generally accepted geotechnical engineering principles and practices in this area at this line. We make no other wanauty tither expressed ur implied. The vunclusiuns and rtxunmhnulatiuns submitted in this report are based upon the data obtained from the exploratory pits excavated al the locations indicated on Pig. 1, the proposed type oF construction and our experience iu 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 froin those described in this report. we should be notified at once so re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by critters 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 reconunend un -site observation of excavations and foundation bearing strata and testing of structural 1111 by a representative of the soil engineer. 1f you have any questions or if we may be of further assistance, please all our office. Sincerely, HEPWORTH - PAW INC. Steven L. Pawlak, P Reviewed By: stik Daniel E. Hardin, P.13. SLP/tiro Attachments cc: Barbara Long, Architect Dean Bosworth Fl -P GEOTECH ap 0P 404 en Ate en 4740 0, no *WSW *0100410941 44agroPtievr tatisratsv• mkt/ %Atka _ttr Fed Palantar GNP _Mr DIXONG r AGM 3CHMUESER GORDON MEYER 118 W. Om Smear. aunt 200 k.r. ,c o SPRINGS. C0LCiaw 61001 0701045-1004 FAX 1070) 9435946 M.M. Cou a re 1070) 925-0727 awe ELK SPRINGS/ LOS AAimin.4 PA Arra 1 1 1 1 1 1 1 \ / t • • \ ` \ t\ • \ P-3 Profile• \ G * Pit 11 0 P-2 1 \ t \a1 '4 nN. Proposed House 146 t •4 \ Lot 17 ` Boundary • 0 20 40 Bo ApproximatiSeiile In Feat I\. .111 Pit 2 'a,, 1 Building 1 1` Envelope ___....",/ ' \\ 195 127 1 FICPWORTH ^PAWLAK 1 1 I ••1 • 'Proposed \ \ 'Drive \ 1- \ \ I \ l \J I I i Milan Drive 1 nrafinn of Frnlnralnry Dile 1 r._ 8 alb 5 — 10 LEGEND: FTOPSOIL; organic sandy silt, dark brown. CLAY ICU; sandy besalt gravel and cobbles. very stiff, slightly moist, light brown, low to medium plasticity. BASALT, GRAVEL. COBBLES and BOULDERS ILMI; sandy silt matrix. calcareous, medium dense, slightly moist, light brown and gray. Possible lava flow tnaterial at 7 Leet In Pit 1 and 4 feet In Profile Pit. ISI 2" diameter hand driven liner sample. Disturbed bulk sample. _.J Practical rig refusal to digging witit backhoe. Pit 1 Pit 2 E1.-1007' E1.=1010' Building Area 1 i DD98.9 j -203a;3970 LLs PIe19 Profile Pit E1.=995' Driveway Leath Field Area Area NOTES: 1. Exploratory pits were excavated an February 6. 1995 with a Catepiller 4268 beckhae. 0 5 10 2. Locations of exploratory pits were measured approximately by pacing from features shown on the site plan provided. 3. Elevation of exploratory pits ware obtsbied by interpdatlon between contour en the site plan provided. 4. The exploratory pit locations erns elevation should be considered accurate only to the degree implied by the method used. 5. No free water wee encountered In the pits of the time of excevattne. Fluctuations In water level may occur with time. 6. Laboratory Testing Results: WC a Water Content (%) DD = Dry Density (pefl -200. Percent passing NO. 200 sews LL. aliquld Limit (%I Pin Plasticity Index (%) M a 1 2 Moisture Content - 10.9 Dry Unit Weight = 90 Semple ol: sandy clay Frim: Pit 2 ! 2 Feet percent Per Expansion Upon We ting 0.1 1.0 0 APPLIED PRESSURE - ksl 100 m 0 HEPWORTH-PAWLAK GEOTECHNICAL, wc. TEST RESULTS )- 03< m< <CC J LL O a D in eN .. 9• Calcareous Sand and Silt Matrix m 0 $4 C m m ca c m itit i g 9 is fill M J s .1. A " O R a iia r l i; I I a °° p s i m b OI O^ s a 9 1 i i 2 4 N d' o Y I r. N - HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 11 PERCOLATION TEST RESULTS JOB NO. 195 127 HOLE NO. HOLE DEPTH (INCHES). LENGTH OF INTERVAL IMINI WATER DEPTH AT START OF INTERVAL (INCHES) WATER DEPTH AT END OF INTERVAL (INCHES) DROP IN WATER LEVEL INCHES) AVERAGE PERCOLATION RATE RM611R4C111 P-1 50 15 7 1/4 4 314 2 1/2 7 Retia 5 41/2 3112 Roth 8 6 114 1 3/4 6 114 3 314 2 12 ANSI Ratio Rah. 9 6 2 5 5 314 2 1/4 6 e 2 1 3314 2114 P-2 46 15 RAM R419I 7 6 1 6 5 1 7 6 1/4 3/4 6 114 5 3/4 112 7 6 114 3/4 6114 5314 •.112 5 3/4 5 3/4 5 4 114 3/4 24 P-3 ' 461/2 15 RotN Rale 6112 51/2 1 5 112 4 314 3/4 6 112 6 1/2 6 5 112 112 6 112 6 1/2 6 5 1/2 1/2 51/2 5 1/2 5 4112 1/2 30 Note: Holes were hand dug In bottom of baakhnn t,lla nn C.�•�� o --' - 4, Sod do Co/aWa- GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 108 Eighth Street, Suite 201 Glenwood Springs, Coloradof 81601 Phone (970) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT PROPERTY (/ Owner's Name System Location -{. / //�1^ �,,,/ Legal Description of Assessor's Parcel No Lot ( 7 '^"S �f 03 / LK K C 11 SLL J� • a( SYSTEM DESIGN `J (0sse) Permit 4 0 i 3 Assessor's Parcel No. a 393—w3--os-0o7 This does not constitute a building or use permit. Son (Pre1 ' eft{ rient Address o ' (o d7 & 1 it P one 17o -a 0- 67' 8 oq Gs eimot� ac. G s. Co %1 s( 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 and/or Manufacturer or Trade Name Adequate compliance with County and State regulations/requirements Other Date Z 7/0t19 Inspector Wafter) anr, T.E. 1 ,1-W �t ri es RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE tDnt ( Art OS l ✓1C . *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 specifications contained in the application of permit commits a Class I, Petty Offense ($500.00 fine — 6 months in jail or both). I— o Z w E 0 CO CS a N 0 w r tan • o a Z ▪ Z oa- O N O CN a.) yr CO O N. O a cm J w Ilmi O LL L r c4 Ili N O Cg d Org N ? uo O co U. HO 2 co cc W 0 Qa U N of z •c G 0 a co J z oa N O W D cn J O a o w � � LL m ♦ + cc • v so a lags cr LL Ifil 2 O Ocn V O m U c r Job located at 0116 5 - Job located at a, a, 0. d L E c 0 O 1. Och o •c a,` > as O > m • u d L. fes d a r a 4- 0 4) a, C, L d m r 9 4- 0 m a N c m L N E c 0 .4, O ch O aly > > O O u CO d CO c - r O TO is.0 v 4, L0 L. a, .c d 0 >o When correction(s) have been made, call for inspection at 970-384-5003. 0 O 0 v M O ran m c O c0. 0 0 co. ai m c d m . 0 a, > 1 N c O 0 a, O 0 0c m L 3 Phone (970) 945-8212 No n 3 _ c 2"4.4„d� Assessor's Parcel No ` �` U Date (.7- 7Cr. n _ BUILDING PERMIT CARD Job Address _ c 5 i -L -41 -CM, .DA.-C,'"Q to -it % Ic°-d f1-vu.-,er . • C S. (x' Yitrt / �i9 Owner r Contractor L51 -01,2-A- Address P ,6‘;`4( /P9 G -5h/1lhone #Q 7 u ,�o't -(, �. Address "5:61-. Setbacks. Front Rear RH icy Soils Test o`M Orrti Footing$4W't ow52 b {aN1 = " 42 Foundationf se r-ZZ-a��j� Grout Underground Plumbing' -7 Ont Rough Plumbing ;6'06 trla Framing ^ - LZC-0C = Insulation 7-3/-06 D712 Roofing Drywall g- 7- c6 iZ Gas Piping 9-8-06 iv EXTERIOR Address No. Drainage Decks -support 8 clearance to wood Decks -stair 8 rails Exterior locks Flashing around door 6 windows Insect screens INTERIOR GARAGE Fire wall set/ration Service doors -13/4' min Door (20 min.) wiauto closer -1$• min Mach equip 16" above Iloor No opening into sleeping area_ BASEMENT -CRAWL AREA Access Insulation Headroom/Stairs Ventilation INSPECTIONS Weatherproofing Mechanical Electrical Rough (State) 22 6'O6 C/ Electrical Final (State) Final //-.2-06 /Checklist Comp?eted9 1 Date I ;:l4 2--c) NOTES LH Phone # Zoning Certificate Occupancy r SNL. Septic System # 'Yo 23 " V✓u�. tic( s, Date 6/?/us Final 9p:71 a jav-4-aMa D,r Other &J .T- - /41)11 FINAL CHECKLIST MECHANICAL ROOM Boibr Hot water ---V----------- F V --- F A. gasioil Floor drain Clearance Air con system Hot water heater Combustion air Gas piping, valves LPG Drain FIREPLACE/STOVE ' Clearance to combustiblesJZ-- Termination of chimney Combustion air Hearth (12" or 20" on sid Glass doors Certified by REMARKS (continue on back) STAIRWAYS Y Headroom (6'6") Railing & guardrails Width Rise 8 run KITCHEN clearance above gull Exhaust fan Braibr exhaust (1 hr chase) BEDROOMS Egress Smoke detector BATHROOMS Exhaust fan Shatterproof glass OTHER • INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT rr^^ GARFIELD COUNTY, COLORADO Date Issuer%.! I zSi Zoned Area Permit No 1 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. 'a s uses F 6nNC. b//�'iM CIIl�c a'4f, jenay c Addresr Legal Descripti O tai t Int i Owoet$; r /A ( contractor Q .�.i) V / Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing if q-K!%p.atnl,i tVni - Driveway Foundation •rift05- ViO 4c L aeiG 14'— Underground Plumbing (.2.7_(; 77 Insulation -7_3/ ,),oz„, Rough Plumbing -/- G;..C-7E]jj^ Drywall g_7-06 040,41 Chimney & Vent e:7_5_06 9 Electric Final (by State Inspector) ✓ Gas Piping 9-_. 5_06 ,fteoz.Final //-..ria Electric Rough (By State figa te074,f„gi-Septic Finalp-n,� Framing 7-_.)0-o6. 7--y2,,,G�,,,,1-moi (To include Roof in place and Windows and Doors installed). /,al�,aL Notes: 7 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 APPROVEDDO NOT DESTROY THIS CARD DateBy Iv ` t 15C t IF PLACED OUTSIDE - COVER WITH CLEAR PLASTIC