The URL can be used to link to this page

Home My WebLink AboutApplication-PermitGarfield County Building & Sanitation Department 108 8`h Street, Suite #401 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 Job Address NO. Gq 1cj Nature of Work 0) -395 -/o/ -0q -o/ Use of Building " 1 1 y dLGC( fie 3 Owner - K ! ± J Contractor D2414- 3 Amount of Permit $pT PO. 5 3 Date ✓ # 13a6.s a- c 38O %- Os Clerk v I (jf oZd1D J 1 GARFIELD COUNTY BUILDING PERMIT APP LI CATION 108 8 Street. Suite 401. Glenwood Sprtngs, CO 81801 Phone: 970-945-8212 / Fen: 970-384-3470 / Inspection Line: 970-584-5003 Permit No 19 f 1 Parcel/Schedule No: 3Q 5 10 r G9 01S' AGREEMENT PERMISSION I5 HEREBY GRANTED TO THE APPLICANT AS OWNER. CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER 70 CONSTRUCT THE STRUCTURE AS DETAILED ON PUNS 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 LN 30.28.201 CRS AS AMENDED THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH TN 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 M 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 LIABLrIIES BY GARFIELD COUNTY FOR ERRORS OMISSIONS OR DISCREPENCES THE RESPONSI BILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT DESIGNER BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST I HEREBY ACKNOWLEDGE THAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE IINITIALI 7 of y5 k--1igr, �� •fir. S. Co �sr6° r 1 Lot No: Block No: Subd. / Exem don' les`� SPe//WoehXetf GRYC 9h 2 Qwrier: obert+-Aimy 5toL� Address 5785 S LC6HN Ph: 303. 762 977t, Wk fi'0 32.0 0767. 3 Contractor OCoc Gen sT&Ucr41 Address: 6a;Val'a," L'.ijd'4c,P1-D Ofg7 �IFttnd 1 -Pr G.S P lot (45 -665`s' 379-2731 Ll o �''' AA 11- .wl // 4 Arcbitect�glneer Ft. Address. Ph ,+� _ ,.1 7 Lic. No. 0 3 Sq. of Building: ZZ40 Sq Ft. of Lot- S9igzg14 Height.( 2z No. of Floors. l U I ^ 0.X�' A 4 Use or ullding: ) Ahajiwa.CZ%) 94 Va+ ,(13 7 Descrl a k: bL D4.w�- (((JJJ tt, U 8 Class of Work: New ❑ Alteration o Remove LI Addition 7 Move 9 10 Gyrdge. C( ❑ Sir gle Carport: 0 Single U Double Doub u Driveway Permit ,7 On -Site Sewage Disposal Stte Plan 11 Valuation of Work: S3� 0�7 Adjusted Valuations: S cirrip_r� I/ 12 Special Conditions:�/02,1 p.�j`v�� `y A% /�I 1 U /`-' Ow � TICEOr cC�� l,rp (J ti MUST BE CONSTRUCTION OR, IF FOR A/ COMMENCED. THIS CORRECT ALL WILL BE OR NOT THE AUTHORITY STATE OR // �(j�, �'�� /' �SR.U1e�l. V / . Plan Check Fee: / 917' / �/ �O�l/J�� (,1 u'i-t Permit Fee: 15-03.315 A SEPARATE ELECTRICAL PERMIT I5 REQUIRED AND ISSUED BY THE STATE OF COLORADO THIS PERMIT BECOMES NULL AND VOID IF WOW( OR AUTHORIZED IS NOT COMMENCED WITHLN 180 DAYS. CONSTRUCTION OR WORK I5 SUSPENDED OR ABANDONED PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS i HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED APPLICATION AND KNOW THE SAME TO BE TRUE AND PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK COMPLETED WITHIN WHETHER SPECIFIED HEREIN GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF Cs NSTRU ON ``))rnI I, ,A / �,j?jlt' 7–fg-7� Total Fee: ., Dated Permit Issued: _ Z�' o /� 3 -4-- 13x.6 , 5 )— 3801 • Es upConst. Type: 0 CC /croup: <`. Zoning: I(_J ) Setbacks: No. & Fee: 5•• ivtrrn-rf-force--m-0. , G y,IISSDS I. 4r 3a6 1`` ••(I OWNER Ln DATE iL /TIL/o ' 15-r1` o cry JPLNG :.- ., • -•i DEFT. (�`_c;/33-(3.5)— • ••/DATE APPROVAL/DATE AGREEMENT PERMISSION I5 HEREBY GRANTED TO THE APPLICANT AS OWNER. CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER 70 CONSTRUCT THE STRUCTURE AS DETAILED ON PUNS 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 LN 30.28.201 CRS AS AMENDED THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH TN 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 M 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 LIABLrIIES BY GARFIELD COUNTY FOR ERRORS OMISSIONS OR DISCREPENCES THE RESPONSI BILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT DESIGNER BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST I HEREBY ACKNOWLEDGE THAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE IINITIALI 7 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 occupanck use and the issuance of a Certificate of Occupancy for the dwelling under building permit # "I �1 1 9 ii -Kg 6 Signature Date Bpappl icationfeb2006 Applicant Address VALUATION/FEE DETERMINATION Date 5- ho - q sit Finished (Livable Area): Main Upper Lower Other Total Square Feet ZZ(QQ p Valuation Basement: Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Crawl Space: Valuation Wel- ke t ( g Valuation Decks/Patios: Covered Valuation Open Valuation Zcn 124 Total Valuation Subdivision 7244144-( Lot/Block Contractor .Devykco cADILLt /6'0, 774' Zo 4(n /9c 9',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. 1 • 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. 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 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 corner 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 pr erties), streams or water courses? Yesl 4. Does the site plan indicate the location and direction of the County or private road accessing the property% Yes !i 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 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 and so ts? Yes 8. Do the plans include design loads as required by Garfield County for roof snow Toads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and wild 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 rafjsrs or joists or trusses? Yes ✓✓ 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 r . (Building height measurement usually not to exceed 25 feet) 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 �/ No 3 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes /ti/fr No 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 � No 16. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes No 17. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safe lazing for these areas? Yes No 18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes firnir 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 L/ 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 accepted wi I�ou it. Yes /,• n- 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 dimension a home can be on a lot is 20ft.wide and 20ft. long? Yes No 4 24. Have you designed or had this plan designed while considering building and other construction co a requirements? Yes No 25. Do your plans comply with all zoning rules and regulations in the County related to your properties zone dist ' t? 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 applicatioryof 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 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 38003. Yes c/ No 30. Are you aware that requesting inspections on work that is not ready or not accessible will result in a 550.0 re -inspection fee? Yes r/ No 31. Are you aware that you are required to call for all inspections required under the IRC including approval on a final inspectionrp for to receiving a Certificate of Occupancy and occupancy ofbuilding? 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 IRC 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 625-8E}�1,,_ Yes /V ft 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 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 Number for the lot you are applying for this permit on prior to submittal of a building papplication? Your attention in this is appreciated. Yes ermi No 36. Do you know that the local fire distric 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. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading permit? Yes I hereby acknowledge that I have read, understand and answered these questions to the g best of my ability. Signature of Owner Date Phone: 379 -Z 73 `f (days); qqs 54t (evenings) Project Name: JCEL, dek 1R , 4Nta4,R_ Project Address: Pehtst64. 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. BpminreqFeb2005 7 April 19, 2006 Fax:3037683200 Apr 19 2006 7:05 P.01 RECEIVED APR 1 9 2006 GARF, ^I d BUIlD1At d PpNN NG Garfield County 13ding Permits Attn: Teresa Sent VIA Fax 97 384-3470 This is m authoriz Gary Heise', Dante Construction to obtain our building permit for lot #18, Springri . _ Reserve. bert L. Stull Stull Applicant PLAN REVIEW CHECKLIST Building iyiigineered Foundation /OA Driveway Permit Site Plan a ft Septic Permit and Setbacks ade/Topography 30% 4 - Attach Residential Plan Review List c/ Minimum Application Questionnaire Date l� ✓ Subdivision Plat Notes et Fire Department Review z( 3SOS,Cr /Valuation Determination/Fees Red Line Plans/Stamps/Sticker Attach Conditions Application Signed clan Reviewer To Sign Application P 1/Schedule No. Cl A- 40# Snowload Letter- Manf. Hms. oils Report GENERAL NOTES: Planning/Zoning Property Line Setba s 30ft Stream Setb. ks Flood Plain Building Hei t Zoning Sipb-off Road Iryipact Fees RC Approval de/Topography 40% Tanning Issues Subdivision Plat Notes Parcel Detail Page 1 of 3 Garfield County Assessor/Treasurer Parcel Detail Information Assessor/Treasurer Propel Search I Assessor Subset Query 1 Assessor Sales Search Clerk & Recorder Reception Search Basic Building Characteristics 1 Tax Information Parcel Detail 1 Value Detail 1 Sales Detail 1 Residential/Commercial Improvement Detail Land Detail 1 Photographs Tax Area Account Number Parcel Number Mill Levy 008 R042633 239510109018 63.502 Owner Name and Mailing Address STULL, ROBERT L & AMY R 5185 SOUTH LOGAN GREENWOOD VILLAGE, CO 80121 Legal Description SECT,TW N,RNG:10-7-89 SUB:SPRINGRIDGE RESERVE PUD, PHASE 1 LOT:18 PRE:R042100 BK:1730 PG:245 RECPT:683135 BK:1720 PG:770 RECPT:681083 BK:1720 PG:768 RECPT:681082 BK:1720 PG:766 RECPT:681081 BK:1720 PG:764 RECPT:681080 BK:1720 PG:761 RECPT:681079 BK:1720 PG:759 RECPT:681078 BK:1720 PG:757 RECPT:681077 BK:1720 PG:731 RECPT:681076 BK:1720 PG:710 RECPT:681075 BK:1720 PG:702 RECPT:681073 BK:1720 PG:696 RECPT:681072 BK:1720 PG:693 RECPT:681071 BK:1720 PG:673 htrn•/Li,a,.v aarrnart rnm/accrccnr/narrel acn7ParrelNnmher=239510109018 10/20/2006 Parcel Detail Page 2 of 3 RECPT:681069 BK:1661 PG:345 RECPT:668309 BK:1652 PG:180 RECPT:666215 Location Physical Address: 145 HIGH POINT DR GLENWOOD SPRINGS Subdivision: SPRINGRIDGE RESERVE PUD, PHASE 1 Land Acres: 1.376 Improvements: 0 Land Sq Ft: 0 39,000 11,310 Section Tax Amount Township Range 10 7 89 Property Tax Valuation Information Sale Date: Sale Price: 9/6/2005 170,000 Basic Building Characteristics Number of Residential Buildings: Number of Command Buildings: 0 0 No Building Records Found Tax Information Tax Year Actual Value Assessed Value Land: 39,000 11,310 Improvements: 0 0 Total: 39,000 11,310 Sale Date: Sale Price: 9/6/2005 170,000 Basic Building Characteristics Number of Residential Buildings: Number of Command Buildings: 0 0 No Building Records Found Tax Information Tax Year Transaction Type Amount 2005 Tax Payment: Whole ($5.00) 2005 Tax Payment: Whole (S9.52) 2005 Tax Amount $9.52 2005 Tax Amount $5.00 I 1 .. _On.. ,...1X7.,, ,kni--11OC1111110111 1 nilnilnf6 GVS/tV Vh HEPWORTH - PAWLAK GEOTECHNICAL October 12, 2005 Robert and Amy Stull 5185 South Logan Drive Greenwood Village, Colorado 80121 Hepworrh-Pawlak Geotechnical, ]nc 5020 Council Road 154 Glenwood Springs, Colorado 81601 Phone 970-945-7988 Fax- 970-945-8454 email. hpgeo@hpgeotech.com Job No.105 810 Subject: Subsoil Study for Foundation Design, Proposed Residence, Lot 18, Spring Ridge II, Garfield County, Colorado Dear Mr. and Mrs. Stull: As requested, Hepworth-Pawlak Geotechnical, Inc. performed a subsoil study for design of foundations at the subject site. The study was conducted in accordance with our agreement for geotechnical engineering services to you dated September 9, 2005. The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered are presented in this report. Hepworth-Pawlak Geotechnical, Inc., previously performed a preliminary geotechnical study for Spring Ridge II and reported our findings February 26, 2001, Job No. 101 126. Proposed Construction: The proposed residence will be one story wood frame with slab -on -grade floor. The site is shown on Figure 1. Cut depths are expected to range between about 3 to 4 feet. Foundation loadings for this type of construction are assumed to be relatively light and typical of the proposed type of construction. If building conditions or foundation loadings are significantly different from those described above, we should be notified to re-evaluate the recommendations presented in this report. Site Conditions: The site is vacant and appears to have been used as irrigated pasture land. Vegetation consists of grass and weeds. The ground surface is relatively gently rolling with grades of about 3 to 5 percent. Subsurface Conditions: The subsurface conditions at the site were evaluated by excavating two 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 1/2 foot of topsoil, consist of sandy clay down to the bottom of the pits, 6 to 6'/2 feet Results of swell -consolidation testing performed on relatively undisturbed samples of sandy clay, presented on Figure 3, indicate low compressibility under existing moisture conditions Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverthome 970-468-1989 -2 - and light loading and a low expansion potential when wetted. No free water was observed in the pits at the time of excavation and the soils were slightly moist to moist. Foundation Recommendations: Considering the subsoil conditions encountered in the exploratory pits and the nature of the proposed construction, we recommend spread footings placed on the undisturbed natural soil designed for an allowable soil bearing pressure of 1,500 psf for support of the proposed residence. The clay soils in the area are typically settlement prone when wetted and there could be some post -construction foundation movement if the bearing soils become wetted. 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 bearing 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 leve] slabs to facilitate drainage. This materia] 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 slightly above optimum. Required fill can consist of the on-site soils devoid of vegetation and topsoil. Surface Drainage: The following drainage precautions should be observed during construction and maintained at all times after the residence has been completed: Job No.105 810 -3- 1) Inundation of the foundation excavations and underslab areas should be avoided during construction. Drying could increase the expansion potential of the soils. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. Free -draining wall backfill should be capped with about 2 feet of the on-site, finer graded soils to reduce surface water infiltration. 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 6 inches in the first 10 feet in unpaved areas and a minimum slope of .3 inches in the first l0 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 should be located at least 10 feet from the building. Consideration should be given to the use ofxeriscape to limit potential wetting of soils below the foundation caused by irrigation. Limitations: This study has been conducted in accordance with generally accepted geoteclmical engineering principles and practices in this area at this time. We make no warranty either express or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory pits excavated at the locations indicated on Figure 1 and to the depths shown on Figure 2, the proposed type of construction, and our experience in the area. Our 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 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 others of our information. As the project evolves, we should provide continued consultation and field services during JobNo.105 810 1 -4- construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recommendations presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical engineer. If you have any questions or if we may be of further assistance, please let us know. Respectfully Submitted, HEPWORTH - PAWLAK GEOTECHNICAL, INC. `Louis E. Eller Reviewed by: ,Wrlflh11H �4 §L ��U e /;,JFa o a4} LEE/djb4 /djY/os• attachments Figure ] — Loc dp oratory Pits Figure 2 — Logs of Exploratory Pits Figure 3 — Swell -Consolidation Test Results Daniel E. Hardin, P.E. cc: Demco Construction Company — Attn: Gary Heise] Job No. 105 810 APPROXIMATE SCALE 1"=50 1 LOT 19 \ Nit 1 6450 / / 6450 105 810 aach Hepworth—Powlak Geotechnical LOCATION OF EXPLORATORY PITS Figure 1 0 5 10 LEGEND: PJT 1 PIT 2 WC=7.7 DD=95 WC=9.0 DD=120 TOPSOIL; organic sandy silt and clay, firm, moist, dark brown. CLAY (CL); silty, sandy, medium stiff to very stiff, slightly moist to moist, porous, brown. 2" Diameter hand driven liner sample. 0 5 10 • NOTES: 1. Exploratory pits were excavated on September 26, 2005 with a Cat 330 trackkhoe. 2. Locations of exploratory pits were measured approximately by pacing from features shown on the site plan provided. 3. Elevations of exploratory pits were not measured and the logs of exploratory pits are drawn to depth. 4. The exploratory pit locations and elevations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory pit logs represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was encountered in the pits at the time of excavating. Fluctuation in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content (%) DD = Dry Density (pet) 105 810 Ge~�t®ch Hepworth—Paelok Geoteohnlanl LOGS OF EXPLORATORY PITS Figure 2 l. Compression - Expansion % N 1 p r i Moisture Content = 9.0 percent Dry Density = 120 pcf Sample of: Sandy Silty Clay From: Pit 2 at 4.5 Feet Expansion upon wetting 0.t 10 10 100 APPLIED PRESSURE - ksf 105 810 Ggcnech Hepworth—Partial( Geotechnical SWELL-CONSOLIDATION TEST RESULTS Figure 3 COUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at4W( ee 4 Permit No. 52%/ I have this day inspected this structure and these premises and found the following corrections needed: . .lam - 6 fez -€y5ec t,,,' . &7jr—, iJzAee-i ./e .� har t 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 -7 •?`C 6- 20 Building Inspector —77 %zr Phone (970) 945-8212 No _331 / Assessor's Parcel Net213 !J- 1°/-°9 ••o aLLDIND PERMIT CARD Job Addre�s;�-` • S. d pO Owner 4 ' t t °E C1hkl. Contractor 3 Setbacks: Front Rear eb-t i8 Date ,I! f° C PtiRa-•-w.re S ($S 5� ^G. Phone # • 9`-977L �!$� �rvi t ei .GSPhone #�(t5-r' V Address Address RH 0)/ C6)3' '- INSPECTIONS Footing C¢—/ -067A - Soils Test FoundationjoQ-tdi Grout N/wr Underground Plumbing 67-/.5-06, Rough Plumbing 7 -.2.5" --os" 9,12 Framing 7-_3/-O6 Insulation S - Zr.2 Roofing Drywall y— hkri Gas Piping ___Z--ZS--C-13 e/,1 EXTERIOR Address No. Drainage LH Zoning Weatherproofing Mechanical 7 Electrical Rough (State) r Electrical Final (State) /o-/3-GIS.z A 1 Snail /0-/7-0-6 /Checklist Completed? r✓ Certificate Occupancy # Date Septic System # Ss1a Date Final Other ( - 1.3 04 - NOTES d&eci - `� Lti 6DIC,0 Decks -support & clearance to wood Decks -stairs & rails Exterior locks Flashing around doors & windywS Insect screens ✓ INTERIOR GARAGE Fire wall separation Service doors -13/4" min Door (20 min.) w/auto closer -11' min Mech. equip 18" above floor No opening into sleeping area BASEMENT -CRAWL AREA Access Insulation Headroom/Stairs / \ Ventilation FINAL CHECKLIST MECHANICAL ROOM / STAIRWAYS Headroom (119" ) Railing & guardrails Width Rise & run KITCHEN Clearance above gni' Exhaust fan Broiler exhaust 11 hr chase) BEDROOMS Boiler Hot water F A. gasrod Floor drain Clearance Air con system Hol water heater Combustion air Gas piping valves LPG Drain FIREPLACE/STOVE Clearance to combustibles Termination of chimney Combustion air Hearth (12" or 20" on sides Glass doors Certified by. REMARKS (continue on back) Egress Smoke detector BATHROOMS Exhaust fan vC,/ Shatterproof glass OTHER INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued ..f .D. Zoned Area Permit No 9 ■ i 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„51F u ( coo, p&40 +a* Q .� izct$ y'i resi � Add Legal• n Ili tt� Ovine atract �C 4 Seth its Front Side YSide Rear This Card Must Be Posted So It is Plainly Visible From The Street Uotil Final Inspection. INSPECTION RECORD Footing 4v_ / )6 Driveway Foundation i _i --pc A/k Underground Plumbing (c,_,(r-- Insulation F_,a-pG,j Aa Rough Plumbing - -- - ,- Drywall g^ oic_ o6 27)7 Chimney & Vent 7.2.5.-069,A04- CI Electric Final &elInspector)/on34 I Gas Piping 7 -?.6--0674-02 Final /0 _/7....06-l,A,‹ Electric Rough (nyAseinsppIA,06 Septic Final �A Framing 7-3/-o6Z (To include Roof in place and Windows and Doors installed,. Notes: 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 APP Q EDDO NOT DESTROY THIS CARD Date �t °(' By MIkea IF PLACED OUTSIDE - COVER WITH CLEAR PLASTIC