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HomeMy WebLinkAboutApplication-Permitr • Garfield County Building & Sanitation Department 108 8th Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 NO. CI (.0%6 ��' *� Job Address OH /Y�tO�'^ ^4 �^T06073 ! V d dA p Coin) Nature £_ 1 Nature of Work Building Permit Xll-a inct- 05a - (Da- ON Use of Building 'S -W,, 1k1 ���{�;� 1�-� Ot PJ�U w ; Contractor Owner Amount of Permit $07 C 47.5 f -i—/So, 6vdiszetec a625?3.57 Permit No: GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8° Street, Suite 101, Glenwood Springy CO 81601 Phone: 970-945-3212 / Fax: 970-384-3470 / Inspection Line: 970-384-5003 g Parcel/Schedule No: .117`1 - c t -O 2 —Cit, AGREEMENT PERMISSION IS HERESY GRANTED TO THE APPLICANT AS OWNER,CONTRACTOR ANDIORTHE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS dtTAILED 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 30182a1 CRS AS AMENDED. THE SIGNER PURIFIER AGREES 711AT E 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.PERMr BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS ID SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN 114 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 LIABLrriES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFTCIALLY WRH THE ARTICTECT, DESIGNER, BUILDER,it R. COMMENTS ARE Carfosa.003 •R COMMENTS AREINTENDED TO BE CONSERVATIVE AND 11 SUPPORT OF THE OWNERS INTEREST. Garfon.003 /I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): /Thn L� .1 7-E3Q-nc 1 Job Address:�1\-1\4_,4,‘ �� ,-V S 00 4 -p \e,4,, Ola SS4. O\S1 O p �b 5 ,i 1 Lot No: ---S Block No: Subd. / Exempgen: - A , /j-- , _ In EMI/ 2 Owner: <... Mta.a.0t--) askt.Jk Address 1-13 jv..: , re<V 4t Ph: S3lto 511.0 Wk Ph: Sc-,.._ 3 Contractor: C�r:�o� �-c..\jiYuc�.on Addreu:\k 1 \c..n S�ea..1y' `\"SLN Ph: I`ll. 527.0 4 Address:Ph: \ C. t''t St•Eek L r bZS- 0S4 0 Lie. No. Z0.3`ik0 5 Sq. Ft. of Building: Sq. Ft. of Lot: Height: a No. of Floors: 6 Use ofBullding:1 ' FK,,,,% S.d.a u (AtI,yl[ _ • • ty (jlV, &(JC,J" 7 Describe Work: NJe tr-1 Cv,`Ssr .. r ‘t -1/4.0 • • j I , 8 Class of Work: 18 New o Alteration o Remove ❑ Addition o Move 9 Garage: o Slagle • Double Carport: ❑ Single o Double 10 • I veway Permit is On -Site Sewage Dhlposal ■ Site Plan F Se 'tic 11 Value • on of Work: S Adjusted Valuations: • i 12 Special Conditions: NOTICE A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED 111 TEM STATE OF COLORADO. Plan Check Fee: ClYQZ.(t2. Permit Fee: • / O. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 188 DAYS, OR IF CONSTRUCTION OR WORK LS SUSPENDED OR ABANDONED FOR A PERIOD OF 160 DAYS AT ANY TIME AFTER WORK IS COMMENCED. Total Fee: Dated Permit Issued: •T - ,r 3-57 „f /SO 1 HEREBY CERTIFY THAT 1 HAVE READ D EXAMINED THIS AN OC Group: Coast. Type: 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 COMPLETED GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO s- OR CANCEL T.I.- : OVISIONS OF ANY OTHER STATE OR ,i,�,�y LATIN - ON • UCITON OR TER PERFORMANCE Zoning: Setbacks: tiiiip 1 *� `� 1-1:1- V$ Mann. Home: ,.ISDS No. & Fee: i ' DATE j: ,I rl ►��/�� \ �1 has .- tj5 .. _ ' APPROVALI ,. TE APPROVAL I DATE /�.y� �P'f(� ..1 tin,C0 AGREEMENT PERMISSION IS HERESY GRANTED TO THE APPLICANT AS OWNER,CONTRACTOR ANDIORTHE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS dtTAILED 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 30182a1 CRS AS AMENDED. THE SIGNER PURIFIER AGREES 711AT E 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.PERMr BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS ID SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN 114 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 LIABLrriES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFTCIALLY WRH THE ARTICTECT, DESIGNER, BUILDER,it R. COMMENTS ARE Carfosa.003 •R COMMENTS AREINTENDED TO BE CONSERVATIVE AND 11 SUPPORT OF THE OWNERS INTEREST. Garfon.003 /I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): /Thn L� .1 7-E3Q-nc 1 a) 4 30141,S • GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT It 4 L Q 9 108 Eighth Street, Suite 201 Assessor's Parcel No. Glenwood Springs, Coloradof 81601 ?En- o5 -0 3 —013 Phone (970) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT This does not constitute e building or use permit. PROPERTY n NAVA1� / L TI �� - (� c Owner's Name SU el ,'"a�dOL�-�I I.S��/G�,,Present Address �."' 44QIA S�. IJI (ticBt . re)6_�,AO System Location of 95 i0of�'h I , to 0.40 �,c1 al. Si I E a 8/6 5?---. Legal Description of Assessor's Parcel No Let 13 Sun ,l4€ 4410m3 ESIcd-es/&/71- b5) -o ?-o /3 SYSTEM DESIGN ) Do n Septic Tank Capacity (gallon) Ober 17 • Percolation Rate (minutes/inch) Number of Bedrooms (or other) 3f &""" I q.t.: tJ t gt il eA : sty rw di:2Vq) Required Absorption Area - See Attached 0/06 ^ 0 Special Setback Requirements: I1 3-6) / �isY+O ,�%!n. �/4)�8d, ` -0 6 6 �� Date x-11 -oL' Inspector kati �' —tf / FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System Installer ]�C Septic Tank Capacity Ono Septic Tank Manufacturer or Trade Name Septic Tank Access within 8" of surface ar Absorption Area i., U.,? 'i LA C")CI " Absorption Area Type and/or Manufacturer or Trade Name Adequate compliance with County and State regulations/requirements 1 I- y I Other Date dS - �� Inspector A ,6.0,.,6.0, /blear - RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE CONDITIONS: 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25, Article 10 C.R.S. 1973, Revised 1984. 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con- nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or 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 Claes I, Petty Offense (5500.00 fine — 8 months in jail or both). . While - APPLICANT Yellow - DEPARTMENT VALUATION/FEE DETERMINATION Applicant SC -A. fit kQou j Address0 ! /S No r-1-4sAe0.so w b f • Date 3- 25-05 Finished (Livable Area): Main Upper Lower Other Total Square Feet Valuation SubdivisionGsT / 3 SHK Mt&douJ •ESfaks Lot/Block !C Contractor0,i bo cone+ �7G1x74 Basement: Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Crawl Space: Valuation Valuation Decks/Patios: Covered Valuation Open Valuation Total Valuation Soy 1' 1$ 196, 7 y9 547xay g9S SG 7o 90 = /7,703 /%,8/6.x 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. 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 ✓ 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 properties), streams or water courses? Yes ✓ 2 Y. 4. Does the site plan indicate the location and direction of the County or private road accessing 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 ✓ 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 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 No ✓ 3 7• 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes 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 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 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 X 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 without it. Yes No 21. Will this be the only residential structure on the parcel? Yes )C No If no -Explain: 22. Have two (2) complete sets of construction drawings been submitted with the application? Yes X 23. Do you understand that the minimum dimension a home can be on a lot is 20ft.wide and 20ft. long? Yes ii No 4 24. Have you designed or had this plan designed while considering building and other construction code requirements? Yes X No 25. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes X 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 )C 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 X 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. Yes X No 30. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $47.00 re -inspection fee? Yes X 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 of the building? Yes X 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 X 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 X 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 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 k No 36. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes No (please check with the building department about this requirement) I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. Signature of Owher Date Phone: flu cril, - 522 0 (days); Project Name: Ser, ‘\1\-4--o-01.-,-) Likt, (evenings) \3 Project Address: O\ 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. Bpminreg0ct2004 6 PLAN REVIEW CIIECKLIST Applicant � at i,,co nta ) Building Engineered Foundation -Pp Driveway Permit . Surveyed Site Plan (.. tic Permit and Setbacks L. ---C de/ opography 30% Attach Residential Plan Review List -/Minimum Application Questionnaire Subdivision Plat Notes Alt CLFire Department Review t/V�aluation Determination/Fees d Line Plans/Stamps/Sticker trach Conditions pplication Signed san R viewer To Sign Application Lev; No. 40# Snowload Letter- Manf. Hms. GENERAL NOTES: Date $ — O'S vPro Planning/Zoning Line Setbacks �30ft Stream Setbacks "Floyd Plain Buil ing Height Zoning Sign -off Road Impact Fees "HOA/DRC Approval Grade/Topography 40% Pand ging Issues Subdivision Plat Notes �a f`Jein'a t • HEPWORTH-PAWLAK GEOTECHNICAL Hepworth-Pawlak Georechnical Inc 5320 Counne Road ] 54 Glenwood Sprinps Colorado 6'1601 Phone 970-945-7981 Fax 470-945-8454 email hpgen@hppenrech.a nn SUBSOIL STUDY FOR FOUNDATION DESIGN PROPOSED RESIDENCE LOT 13, SUN MEADOW ESTATES COUNTY ROAD 216 GARFIELD COUNTY, COLORADO JOB NO. 105 363 AUGUST 5, 2005 PREPARED FOR: CARIBOU CONSTRUCTION ATTN: FRED COOKE 734 MAIN STREET SILT, COLORADO 81652 Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverthome 970-468-1989 TABLE OF CONTENTS PURPOSE AND SCOPE OF STUDY - 1 - PROPOSED CONSTRUCTION - 1 - SITE CONDITIONS - 2 - FIELD EXPLORATION - 2 - SUBSURFACE CONDITIONS - 3 - DESIGN RECOMMENDATIONS - 3 - FOUNDATIONS -3- FLOOR SLABS -4- UNDERDRAIN SYSTEM - 5 - SURFACE DRAINAGE - 5 - PROFILE BORING - 6 - LIMITATIONS - 6 - FIGURE 1 - LOCATION OF EXPLORATORY BORINGS FIGURE 2 - LOGS OF EXPLORATORY BORINGS FIGURE 3 - LEGEND AND NOTES FIGURE 4 - SWELL -CONSOLIDATION TEST RESULTS TABLE 1- SUMMARY OF LABORATORY TEST RESULTS PURPOSE AND SCOPE OF STUDY This report presents the results of a subsoil study for a proposed residence to be located at Lot 13, Sun Meadows Estates, County Road 216. Garfield County, Colorado. The project site is shown on Figure 1. The purpose of the study was to develop recommendations for the foundation design. The study was conducted in accordance with our agreement for geotechnical engineering services to Caribou Construction dated May 3, 2005. Hepworth- Pawlak Geotechnical Inc., previously performed a preliminary geotechnical study for Sun Meadow Estates (formerly Mamms View) and reported our findings under Job No. 100 169, dated March 28, 2000. A field exploration program consisting of one exploratory boring in the building area and one profile boring in the septic disposal area was conducted to obtain infonnation on the subsurface conditions. Samples of the subsoils obtained during the field exploration were tested in the laboratory to determine their classification, compressibility or swell and other engineering characteristics. The results of the field exploration and laboratory testing were analyzed to develop recommendations for foundation types, depths and allowable pressures for the proposed building foundation. This report summarizes the data obtained during this study and presents our conclusions, design recommendations and other geotechnical engineering considerations based on the proposed construction and the subsurface conditions encountered. PROPOSED CONSTRUCTION The proposed residence will be one story wood frame construction above a crawlspace with an attached garage. Garage floor will be slab -on -grade. Grading for the structure is assumed to be relatively minor with cut depths between about 2 to 4 feet. We assume relatively light foundation loadings, typical of the proposed type of construction. Job No 105 363 -2 - 'If building loadings, location or grading plans change significantly from those described above, we should be notified to re-evaluate the recommendations contained in this report. SITE CONDITIONS Lot 13 is located on the north side of County Road 216 and on the west side of North Meadow Drive. The site was vacant at the time of our field visit. The lot is 2.002 acres and the building area is located slightly north of the center of the property. Vegetation consists of grass and weeds. The ground surface is relatively flat with a slight slope down to the northwest. FIELD EXPLORATION The field exploration for the project was conducted on July 13, 2005. One exploratory boring was drilled in the building area and a profile boring was drilled in the septic disposal area at the locations shown on Figure 1 to evaluate the subsurface conditions. The borings were advanced with 4 inch diameter continuous flight augers powered by a truck -mounted CME -45B drill rig. The borings were logged by a representative of Hepworth-Pawlak Geotechnical, Inc. Samples of the subsoils were taken with a 2 inch I.D. spoon sampler. The sampler was driven into the subsoils at various depths with blows from a 140 pound hammer falling 30 inches. This test is similar to the standard penetration test described by ASTM Method D-1586. The penetration resistance values are an indication of the relative density or consistency of the subsoils. Depths at which the samples were taken and the penetration resistance values are shown on the Logs of Exploratory Borings, Figure 2. The samples were returned to our laboratory for review by the project engineer and testing. Job No 105 363 Gtech -3 - SUBSURFACE CONDITIONS Graphic logs of the subsurface conditions encountered at the site are shown on Figure 2. The subsoils consisted of about 1/2 foot of topsoil overlying sandy clay and silt to 4 to 6 feet. Silty sand with gravel was encountered below the clay and silt soil to the depth drilled of 26 feet at Boring 1. Laboratory testing performed on samples obtained from the borings included natural moisture content, dry density and percent finer than #200 sieve. Results of swell - consolidation testing performed on relatively undisturbed drive samples, presented on Figure 4, indicate low to moderate compressibility under existing low moisture and light loading and a low to moderate collapse potential (settlement under constant load) when wetted. The samples showed moderate to high compressibility upon additional loading after wetting. The laboratory testing is summarized in Table 1. No free water was encountered in the borings at the time of drilling and the subsoils were slightly moist to moist. DESIGN RECOMMENDATIONS FOUNDATIONS Considering the subsurface conditions encountered in the exploratory borings and the nature of the proposed construction, we recommend the building be founded with spread footings bearing on the natural soils. The design and construction criteria presented below should be observed for a spread footing foundation system. 1) Footings placed on the undisturbed natural soils should be designed for an allowable bearing pressure of 1,500 psf. Based on experience, we expect initial settlement of footings designed and constructed as discussed in this Job No 105 363 Gagtech -4 - section will be about 1 inch or less. Additional differential settlements could be on the order of 1 inch if the bearing soils became wetted. 2) The footings should have a minimum width of 16 inches for continuous walls and 2 feet for isolated pads. 3) Exterior footings and footings beneath unheated areas should be provided with adequate soil cover above their bearing elevation for- frost protection. Placement of foundations at least 36 inches below exterior grade is typically used in this area. 4) 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 also be designed to resist a lateral earth pressure corresponding to an equivalent fluid unit weight of at least 50 pcf. 5) The topsoil and any loose or disturbed soils should be removed and the footing bearing level extended down to the undisturbed natural soils. The exposed soils in footing area should then be moistened and compacted. 6) A representative of the geotechnical engineer should observe all footing excavations prior to concrete placement to evaluate bearing conditions. 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 at least 50% retained on the No. 4 sieve and less than 2% passing the No. 200 sieve. Job No. 105 363 G gtech -5 - All fill materials for support of floor slabs should be compacted to at least 95% of maximum standard Proctor density at a moisture content near optimum. Required fill can consist of the on-site soils devoid of vegetation and topsoil. UNDERDRAIN SYSTEM Although free water was not encountered during our exploration, it has been our experience in mountainous areas that local perched groundwater can develop during times of heavy precipitation or seasonal runoff. Frozen ground during spring runoff can create a perched condition. We recommend below -grade construction, such as retaining walls and crawlspace areas, be protected from wetting and hydrostatic pressure buildup by an underdrain system. The drains should consist of drainpipe placed in the bottom of the wall backfill surrounded above the invert level with free -draining granular material. The drain should be placed at each level of excavation and at least 1 foot below lowest adjacent finish grade and sloped at a minimum 1% to a suitable gravity outlet, sump and pump or drywell. Free -draining granular material used in the underdrain system should contain less than 2% passing the No. 200 sieve, Less than 50% passing the No. 4 sieve and have a maximum size of 2 inches. The drama gravel backfill should be at least 1'/i feet deep. 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 optilnum moisture and compacted to at least 95% of the maximum standard Proctor density in Job No. 105 363 Gtech -6 - pavement and slab areas and to at least 90% of the maximum standaid Proctor density in landscape areas. 3) The ground surface surrounding the exterior of the building should he 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 10 feet in paved areas. Free -draining wall backfill should be capped with about 2 feet of the on- site soils to reduce surface water infiltration. 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 foundation walls. Consideration should be given to use of xeriscape to reduce the potential for wetting of soils below the building caused by irrigation. PROFILE BORING A profile boring was drilled in the proposed septic disposal area at the location shown on Figure 1. The subsoils encountered, below about six inches of topsoil, consisted of sandy clay and silt to 6 feet overlying silty sand to bottom hole depth of 9 feet. The log of the profile boring is shown on Figure 2. No free water was observed at the time of drilling and the subsoils were slightly moist to moist. LIMITATIONS This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either express or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory borings drilled at the locations indicated on Figure 1, 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 Job No. 105 363 -7 - 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 he consulted. Our findings include extrapolation of the subsurface conditions identified at the exploratory borings 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 so that 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 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 beating strata and testing of structural fill by a representative of the geotechnical engineer. Respectfully Submitted, HEPWORTH - PAWLAK GEOTECHNICAL, INC. Louis E. Eller Reviewed by: Steven L. Pawlak, P.E. LEE/djb Job No 105 363 Gtech APPROXIMATE SCALE 1" = 60' LOT 12 PROFILE BORING • PROPOSED RESIDENCE LOT 13 BORING 1 LOT 14 BENCH MARK: BASE OF ELECTRIC BOX; ELEV. = 100.0', ASSUMED. 105 363 HEPWORTH—PAWLAK GEOTECHNICAL, INC. LOCATION OF EXPLORATORY BORINGS Figure 1 Depth — Feet _ 0 5 10 15 20 25 BORING 1 ELEV.= 92.4' : 28/12 25/12 WC=2.1 D0-108 .?.2 —200=32 rf' 22/12 WC=2.5 DD=98 -200=27 36/12 21/12 27/12 PROFILE BORING ELEV.= 90.4' 14/12 WC=4.5 00-103 -200=69 36/12 0 5 10 15 20 25 _ 30 30 Note: Explanation of symbols is shown on Figure 3. Depth — Feet 105 363 HEPWORTH—PAWLAK GEOTECHNICAL, INC. LOGS OF EXPLORATORY BORINGS Figure 2 • LEGEND: 28/12 NOTES: TOPSOIL; sandy silt and clay, organic, firm, slightly moist, brown. CLAY AND SILT (CL—ML); sandy, stiff to very stiff, slightly moist, brown. SAND (SM); silty, slightly gravelly, medium dense, slightly moist to moist, brown. Relatively undisturbed drive sample; 2—inch I.D. California liner sample. Drive sample blow count; indicates that 28 blows of a 140 pound hammer falling 30 inches were required to drive the California sampler 12 inches. 1. Exploratory borings were drilled on July 13, 2005 with 4—inch diameter continuous flight power auger. 2. Locations of exploratory borings were measured approximately by pacing from features shown on the site pion provided. 3. Elevations of exploratory borings were measured by instrument level and refer to the Bench Mark shown on Figure 1. 4 The exploratory boring 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 boring logs represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was encountered in the borings at the time of drilling. Fluctuation in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content ( % ) DD = Dry Density ( pcf ) —200 = Percent passing No. 200 sieve 105 363 HEPWORTH—PAWLAK GEOTECHNICAL, INC. LEGEND AND NOTES Figure 3 • 0 2 K 3 Compression 4 5 6 7 Moisture Content = 2.1 percent Dry Density = 108 pcf Sample of: Silty Sand From:Boring 1 at 5 Feet Compression upon wetting 8 0.1 0 tc 1 2 3 4 Compression .0 0 APPLIED PRESSURE — ksf 100 Moisture Content = 2.5 percent Dry Density = 98 pcf Sample of: Silty Sand From:Boring 1 at 10 Feet Compression upon wetting 0.1 .0 0 APPLIED PRESSURE — ksf 100 105 363 HEPWORTH—PAWLAK GEOTECHNICAL, INC. SWELL—CONSOLIDATION TEST RESULTS Figure 4 Job No. 105 363 U - Z J J tri Q W U Z 171 Lu W ~ H >- 0 w 0 Y � d gWO J m Q¢g amu = O CC CLQ a 2 w D = V) SOIL OR BEDROCK TYPE Silty Sand Silty Sand Sandy Silt and Clay I UNCONFINED COMPRESSIVE STRENGTH (PSF) ATTERBERG LIMITS PLASTIC INDEX (%) LIQUID LIMIT (%) PERCENT - PASSING NO. 200 SIEVE 32 27 OA z O Fr o ,-. z o t GRAVEL (%) NATURAL DRY DENSITY (Pc?) CO p 00 M 0 NATURAL MOISTURE CONTENT (%) N N in 4 SAMPLE LOCATION BORING DEPTH (ft) 10 4 , 2 No. l(> 2. 6 Job Address Owne Contractor Assessor's Parcel No 99" `' 5 -- 0). -ID /3 Date g/ 3(/0s BUILDING PERMIT CARD Ra/314. 'Q r3,, cc5�� k b/liNAJ ' - Address' '31`:t "V�neD #0 frg• Seo Address' p;n -'` 1'1-' Phone # Y-76 -5,)-„10 Setbacks: Front Rear RH SFCf \ACW v�(�,i, + INSPECTIONS oils Test Footing __fes= -14- OS Foundation l 0—le- 1w Grout Underground Plumbing Rough Plumbing /- 9-1-04 ,Q1rt Framing /-0144-06 an_ Insulation /-97-o`, -- Roofing Drywall - 2 'o conf Gas Piping /-9-1-0 4:20t NOTES Nolf: Don`4- C-30. wail MAO( OK's LH Zoning Weatherproofing Mechanical Electrical Rough (State) /-//"0G Electri al Fin9l State) 11 -26 -Ob 8P Final hecklis ompleted? Certificate OccupanQcyy # 31C:b Date (4 - °Cab Septic System # </c9 9 Date 5136 C. C. �n r Final v-i-�n Other W -v+ t ^ /CM (continue on back) 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 Issue\te..jze‘lQ Zoned Area Permit No 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 Inspectorec�}}and IMMEDIATELY BECO`MF. NULL AND VOID. �j Uss1 IOf\tr, * t6 (OkCciL C C IC 4 # i .t f Qe Add 1r Legal riptro bflS OLD A Own4� kaoto 4 ontnct "y 1644 `OV)St . Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing Jv — i ci Q liL Driveway Foundation t04 -os — Underground Plumbing Insulation 141--bco .1--.(v,-- Rough Plumbing /. 25/,o6/ant_ -- Drywall a. -8-0Q, re- I Chimney Chimney & Vent /- 2. -Ob knv Electric Final (by State Inspector) r-26-06 , Gas Piping -n _DG kiti— Final /1,27-D6 it,_, Electric Rough (By State Inspector) 1.1k,Ob Septic Final % -yy n kb , Framing a vet, %) (To include Roof in place and W o do and Doors installed). 14 ,D c 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 DO NOT DESTROY THIS CARD APP OVED Date y f �pr �► t R t F PLACED OUTSIDE - CO WITH CLEAR PLASTIC 1 Garfield County Building & Sanitation Department 108 8" ` Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 NO. q 0(0 Job Address t J / 4 MJ I i4 , � � to _ x�CQ a. d7rC� U 1� W O ! (o o / °o-$ ! - /02/ /Pub Nature of Work �- BuildinR�2PermitDN�y�-Q oZ395- /a/- �f /3 Use of Building c 0 ! �� L 'r Owner .r CfiT�"'r-4-. 0 d Contractor ¢i Amount of Permit $ a9 10 - dS Date f (k i») 379,0.a5 Clerk 3 I, acDs 0 scr, c= 0 y. y. c 0 C • 0 w pro n -• 7 _. 0 A• fD n ▪ o, c n d 7 '7 ''.:1= N CIO co c7;a a a A y o_ N " ualD ui stead a 900Z '£0 Ar W O Q CO, u! CD 0 n !S 0 a n y r > y CD 0 a O O. < ^ n V a n a t pn • lo, c n co (Aat y •'�, wr Q• cn O c 7 7 �- 3 w O y CC w� n LA ,-.. = m 3 y • 1" C O. S. N C" o 7 ^ = 0- 00 c • W crI• A f3. R '7 d z 3• a'o n CD a w n n o = a y = t F0 (w 2. ao 0 O S 0 (n O = rp rt O n 0 • 0.z c O Oan nc 012 9 cm m y A • S • ID 7 —INJ o. 0 • A m ✓ E n ? s, ri 0 0 mmn n o ;m n e m 0 " ID "I • -. et B. itr 10 d it P~'r gy `C O o 'er 0 z O N Certificate of Occupancy Permit No. GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8"' Street. state 201. Glenwood Springs, 03 81801 Phone: 970-945-8212 / Paz 970-384-3470 / Inspection Line: 970-384-5003 9(36 Parcel/Schedule No. 9 r' 121 _ j8-` 13 AGREEMENT PERMISSION I5 HEREBY GRANTED TO THE APPLICANT AS OWNER CONTRACTOR AND/OR THE AGET 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 LN 30 28.201 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 PIANS. 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 CONSTTJTE AN ACCEPTANCE OF ANY RESPONSIBILTI'IES OR LIABLmES BY GARFIELD COUNTY FOR ERRORS. OMISSIONS OR DISCREPENCIES THE RESPONSE BRITT FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WT -I THE ARTICTECT. DESIGT ER, BUILDER AND OWNER COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF TRE OWNERS LNTEREST Garfom.003 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE IINTML). 1((Cfr< lt AL ')yT44 > %' KrOCI p_,rst '72'78 1 /s'8. d1� Job Address' of 26 W►�;+e `lecoks Lane G'.S, Co gl&o/ 1 1 Lot_ No: ,j L Block No: 1> kw / Exemption: ben - 13 1 S.bn�;die ! wn act On if Ue✓e 1Opmenf 2 Owner: rran brid5e bowies LLC Address v 410 ironLricf, Gkkh 997- 4€300 Wk Ph. 3 Contractor: 14av15ell CAnS+rudlc%l Address: Barn Ph: cgy'7-9800 q Lic No 1�,s_aovcf 'Yni 4 Archlte t Engineer: woo c+u ley Arc 5. Address: 9137 RtR:,Sune BIP4.81[0 pph' ifiyir�+:Bls Runc1,, co 3b3 Lic. No. --663-723j 5 Sq. Ft. of Building: �5 Sq. Ft of Lot: Height: No. of Floors. J t. Use of Building:• SIr1�1�t Fe; Yni y nCP1e (/V� I<r, boq: 4.3 coo 7 I Describe Work cf Wacr• FM VP; e - 5 Class of Work. 3' New 7 Alteration o Remove U Addition J Move H Garage: ❑ Single ❑ Double Carport: ❑ Single J Double --site 10 „ Driveway Permit 0 On -Site Sewage Eke -nip+ Disposal 17 Plan vs ofa �� 11 Valuation of Work: $ Adjusted Valuations' a 12 Special Conditions; f /170. f 0 /860. /5 - NOTICE A SEPARATE ELECTRICAL PERMIT [5 REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO. PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION170171-73-8 AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS. OR 14' CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED 1 HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TD 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 CAN EL TETE •'- • • ONS OF ANY OTHER STATE OR LOCAL LAW REG.',G • •• ON OR THE PERFORMANCE OF CONSTRUCTI • Plan Check Fee: Permit Fee: /83? / , 35'THOS Total ee: lti 2J` ? (� �O 750 7: Dated Permit Issued: 37 1 prf.I `r^up' � Const. Type: Zoning: Setbacks: • gip '7 1 5 ID C II 4114 Manu. Home: )V en reed � ISDS No. & Fee: 14r, it" 1 APPROV DATE APPROVAL/DATE tt AGREEMENT PERMISSION I5 HEREBY GRANTED TO THE APPLICANT AS OWNER CONTRACTOR AND/OR THE AGET 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 LN 30 28.201 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 PIANS. 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 CONSTTJTE AN ACCEPTANCE OF ANY RESPONSIBILTI'IES OR LIABLmES BY GARFIELD COUNTY FOR ERRORS. OMISSIONS OR DISCREPENCIES THE RESPONSE BRITT FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WT -I THE ARTICTECT. DESIGT ER, BUILDER AND OWNER COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF TRE OWNERS LNTEREST Garfom.003 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE IINTML). 1((Cfr< lt AL ')yT44 > %' KrOCI p_,rst '72'78 1 /s'8. d1� The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. All bathrooms must be complete, with washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door: 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all IBC and IRC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made; 8. A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, anchor State Agencies where applicable. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupanc se d the issuance of a Certificate of Occupan• the dwelling under building permit # (o3 Signature BpcontOct2004 Date l li5lo,� VALUATION/FEE DETERMINATION Applicant—EP ChA4 6.� 11717. (/. Address 0/26, nn 1F.wg Lv Date o- 2S ta— Finished (Livable Area): Main Upper Lower Other Subdivision ..fro �e„ ?4, Lot/Block Contractor 4&Contractor getstseek conCr—. Total Square Feet 20/3 > 71.68 = /501330. 8' Valuation Basement:/Z _ tol44 2 • 00 Unfinished 11(P , 4� Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Crawl Space: Valuation 5(0 + / Valuation Decks/Patios: Covered Valuation Open Valuation Total Valuation go, 2¢ Co, og&, V3 21120 • 245, 012. . gel 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 Plaits 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 tl}ejepyelope. 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 setback4o lq y. 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 adjaceos), streams or water courses? Yes s 2 4. Does the site plan indicate the location and direction of the County or private road accessing the prof z$y? Yes 5. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcipg stin 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 anheetjarances 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 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 Toads and wind Yes 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construct Yes 10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, rooor joists or trusses? Yes 11. Does the building section drawing or other detail include the method ofpositive connection of all columns and 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 (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 anddel d Colorado Phase II certifications or phase II EPA certification? Yes m No 3 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes No 15. Does the plan include a window schedule or other verification that egress/rescue windows from sleepinooms and/or basements comply with the requirements of the IRC? Yes /1 /, / No 16. Dothe plan include a window schedule or other verification that windows provide natural light and vent tion 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 speci s ty glazing for these areas? Yes No 18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on thlan? Yes No 19. Do yod 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 acout it. Yes No 21. 22. 23. Wil this b the residential structure on the parcel? Yes No If no -Explain: Have olete sets of construction drawings been submitted with the application? Yes 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 constructs c e requirements? Yes No 25. Do your plans comply with all zoning rules and regulations in the County related to your properties zop,district? Yes No 26. Does the plan accurately indicate what you intend to construct and what will receive a final inspectior}�by e Garfield County Building Department? Yes No 27. Do you understand that approval for design and/or construction changes are required prior to the applicatt n 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 p Yes i% 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 3 -5003. Yes /% No 30. Are you aware that requesting inspections on work that is not ready or not accessible will result in 5 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 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 Yes 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 Departm t 25-8601. Yes No 34. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required at ti e of licable 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 buildin pe 't application? Your attention in this is appreciated. Yes / No 36. Do you know that the local fire s may require you to submit plans for their review of fire safety issues? Yes No (please check with the building department about t s r quirement) 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 ackn best f my abi hat I have read, understand and answered these questions to the Signature i Owner Date Phone: 0) et i St- 20ti � (days); (15—.10 sc N7-0) 40(4- (0 4 5 (evenings) Project Name: Z rp✓ILr i cis e. ,ow, Project Address: '1(0 IrorlIr1 d5t L/', &W3 co 81601 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 6 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 s IRON RIDGE GOLF CLUB AND MOUNTAIN COMMUNITY April 27, 2005 Garfield County Building Department 108 8`h Street Glenwood Springs, CO 81601 RE: Approved Plans at Ironbridge Dear County Representative, The following plans have been reviewed and approved by the Architectural Review Board of the Ironbridge Property Owners Association for use on Lot 139: Woodley Architectural Group "Ironbridge — Plan 3101" "Bid Set Redlines" dated September 15, 2004 If you have any questions, please call me at (970) 404-1045. Sincerely, Ironbridge Property Owners Association 'A 6L --C Dirk Gosda Representative 410 IRONBRIDGE DRIVE.GLENWOOD SPRINGS COLORADO 81601 T (970) 947-9800 F (970) 928-8865 www Ironbridgeclub corn 1 n An/uv llrilaMager (ovrae d Lloumam ( nrniur ResiAenrr f Het' r'rrh-Pa" lak Geotechnicd. Irc 501? Cnunty Rood 154 G lemvuod Spnn•1s, Col„r,,„ i1(i31 phone 97C-945-79.)8 HEPWORTH-PAWLAK GEOTECHNICAL F,,. q70 -045.S454 ein.ul hNeo@hr,entech com SUBSOIL STUDY FOR FOUNDATION DESIGN PROPOSED RESIDENCE ONBRIDGE DEVELOPMENT, WHITE PEAKS LANE G.-saFIELD COUNTY. COLORADO JOB NO. 101 196-1 JUNE 6, 2003 PREPARED FOR: L.B. ROSE RANCH, LLC ATTN: iMIKE STAHELI 1007 WESTBANK ROAD GLENWOOD SPRINGS, CO 81601 Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverthorne 970-468-1989 TABLE OF CONTENTS PURPOSE AND SCOPE OF STUDY 1 PROPOSED CONSTRUCTION 1 SITE CONDITIONS 2 GEOLOGY 2 FIELD EXPLORATION 3 SUBSURFACE CONDITIONS 3 FOUNDATION BEARING CONDITIONS 4 DESIGN RECOMMENDATIONS 5 FOUNDATIONS 5 FOUNDATION AND RETAINING WALLS 6 FLOOR SLABS UNDERDRAIN SYSTEM 8 SURFACE DRAINAGE 8 LIMITATIONS 9 FIGURE 1 - LOCATION OF EXPLORATORY BORING FIGURE 2 - LOG OF EXPLORATORY BORING FIGURE 3 - LEGEND AND NOTES FIGURE 4 - SWELL -CONSOLIDATION TEST RESULTS PURPOSE AND SCOPE OF STUDY This report presents the results of a subsoil study for a proposed residence to be located on Lot 139, Ironbridge Development. Garfield County, Colorado. The project site is shown on Figure 1. The purpose of the study was to develop recommendations for the foundation design. The study was conducted as a supplement to our agreement for geotechnical engineering services to L.B. Rose Ranch, LLC, dated November 20, 2002. We previously conducted subsurface exploration to evaluate the collapse potential of the non -irrigated debris fan areas within the development and presented the findings in a report dated September 10, 1998, Job No. 197 327. A field exploration program consisting of an exploratory boring was conducted to obtain information on the subsurface conditions. Samples of the subsoils obtained during the field exploration were tested in the laboratory to determine their classification, compressibility potential and other engineering characteristics. The results of :he field exploration and laboratory tts:ing were analyzed t0 de'.elop recommendations for foundation types, depths and allowable pressures for the proposed building foundation. This report summarizes the data obtained during this study and presents our conclusions, design recommendations and other geotechnical engineering considerations based on the proposed construction and the subsoil conditions encountered. PROPOSED CONSTRUCTION The specific building on the lot had not been determined at the time of our study. The proposed residence will generally be a 1 and 2 story wood frame structure between about 2,500 to 3,000 square feet in size. Ground floor will be slab -on -grade and/or structural above crawlspace. A partial basement level may be provided. Grading for the structure is assumed to be relatively minor with cut depths between about 3 to 6 feet. We assume relatively light foundation loadings, typical of the proposed type of construction. Job #101 196-1 C3teci-i -2 - If building loadings, location or grading plans change significantly from those described above, we should be notified to re-evaluate the recommendations contained in this report. SITE CONDITIONS The lot is located in the uphill, southwestern part of the development and was vacant at the time of our study. The lot borders the downhill side of White Peaks Lane as shown on Figure 1. The roadway and underground utility construction to the lot are complete. The ground surface has a gentle slope down to the east with about 2 feet of elevation difference across the building area. Vegetation in the undisturbed area consists of sagebrush, grass and weeds. GEOLOGY The geologic conditions were described in our previous report conducted for planning and preliminary design of the subdivision development, dated October 29, 1997 , Job No. 197 327. The southwest part of the subdivision is located above the historically irrigated area on a relatively large debris fan that has been shown to be hydrocompressive (settlement potential when wetted). A boring drilled in this general area encountered the hydrocompressive soils to a depth of 75 feet above dense, river gravel alluvium. The underlying bedrock consists of the Eagle Valley Evaporite which contains gypsum and is generally associated with scattered sinkhole development in the Roaring Fork Valley. The potential for subsidence due to dissolution of the rock throughout the service life of the residence, in our opinion, is low. If further evaluation of the sinkhole potential on the lot is desired, we should be contacted. Job #101 196-1 ~ Ptectn -3- FIELD EXPLORATION The field exploration for the project was conducted on May 7, 2003. One exploratory boring was drilled at the location shown on Figure 1 to evaluate the subsurface conditions. The boring was advanced with 4 inch diameter continuous flight augers powered by a truck mounted CME -45B drill rig. The boring was logged by a representative of Hepworth-Pawlak Geotechnical, Inc. Samples of the subsoils were taken with a 2 inch I.D. spoon sampler. The sampler was driven into the subsoils at various depths with blows from a 140 pound hammer falling 30 inches. This test is similar to the standard penetration test described by ASTM Method D-1586. The penetration resistance values are an indication of the relative density or consistency of the subsoils. Depths at which the samples were taken and the penetration resistance values are shown on the Log of Exploratory Boring, Figure 2. The samples were returned to our laboratory for review by the project engineer and testing. SUBSURFACE CONDITIONS A graphic log of the subsurface conditions encountered at the site is shown on Figure 2. The subsoils consist of stiff to very stiff and relatively dry sandy silt and clay with scattered rock fragments. Medium dense clay and gravel with cobbles was encountered at 161/2 feet down to the practical drilling refusal depth of 18 feet. No free water was encountered at the time of drilling. Laboratory testing performed on samples obtained from the boring included natural moisture content and density, and finer than sand size gradation analyses. Results of swell -consolidation testing performed on a relatively undisturbed drive sample, presented on Figure 4, indicate low compressibility under existing low moisture conditions and a minor collapse potential (settlement under constant load) when wetted. Job X101 196-1 1 V 1 1 1 - 4 - . ' The sample showed moderate to high compressibility when additionally loaded after wetted. FOUNDATION BEARING CONDITIONS The collapse potential of the subsoils encountered at the site appears consistent with our previous findings for the non -irrigated areas of the development. The subsurface conditions and laboratory test results indicate that the debris fan soils generally have low to moderate collapse potential that decreases with depth. There is a risk of settlement and distress to the building, driveway and utilities founded on the relatively dry debris fan deposits if the subsoils were to become wetted. The magnitude of settlement will depend on the depth and extent of wetting and the structure loading. Lightly loaded spread footings placed on the natural soils should be suitable for support of the residence with a risk of settlement and distress if the bearing soils become wetted. Precautions to prevent wetting of the bearing soils need to be taken. These include: 1) proper placement and compaction of backfill; 2) positive backfill slopes next to foundations; 3) restricted landscape irrigation and/or use of xeriscape; and 4) gutters to prevent roof runoff near the building. Extensive wetting such as from water line leaks and heavy irrigation could result in excessive settlements and distress. The settlement potential and risk of distress can be reduced by supporting the building on a stiffened slab (mat) foundation, or ground improvements, such as removal and replacement of the native soils compacted to at least 95% of standard Proctor density at a moisture content at to 2% above optimum. We expect that ground modifications would be limited to the upper 5 to 10 feet. Recommendations for spread footings are presented below. If other foundation types and subgrade treatment methods are proposed, we should be contacted. .10 #101 196-1 Gtech -5 - DESIGN RECONDIENDATIONS FOUNDATIONS Considering the subsoil conditions encountered in the exploratory boring and the nature of the proposed construction, we believe the residence can be founded with spread footings bearing on the natural soils with some risk of settlement and distress if the bearing soils become wetted. The design and construction criteria presented below should be observed for a spread footing foundation system. 1) Footings placed on the undisturbed natural soils should be designed for an allowable bearing pressure of 1,000 psf. Based on experience, we expect initial settlement of footings desi_ned and constructed as discussed in this section will be less than 1 inch. Additional settlement of about 2 inches or more could occur if the subsoils become wetted. 2) The footings should have a minimum width of 20 inches for continuous walls and 2 feet for isolated pads. 3) Exterior footings and footings beneath unheated areas should be provided with adequate soil cover above their bearing elevation for frost protection. Placement of foundations at least 36 inches below exterior grade is typically used in this area. 4) The foundation should be constructed in a "box like" configuration rather than with isolated footings. The foundation walls should be heavily reinforced top and bottom and designed to span local anomalies such as by assuming an unsupported length of at least 15 feet. Foundation walls acting as retaining structures should also be designed to resist lateral earth pressures as discussed in the "Foundation and Retaining Walls" section of this report. Job #101 196-1 aCtech -6- 5) The topsoil and any loose or disturbed soils should be removed and the footing bearing level extended down to the natural soils. The exposed soils in footing area should then be moistened to near optimum and compacted. 6) A representative of the geotechnical engineer should observe all footing excavations prior to concrete placement to evaluate bearing conditions. FOUNDATION AND RETAINING WALLS Foundation walls and retaining structures which are laterally supported and can be expected to undergo only a slight amount of deflection should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of 55 pcf for backfill consisting of the on-site soils. Cantilevered retaining structures which are separate from the residence and can be expected to deflect sufficiently to mobilize rhe full active earth pressure condition should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of 50 pcf for backfill consisting of the on-site soils. All foundation and retaining structures should be designed for appropriate hydrostatic and surcharge pressures such as aujacent footings, traffic, construction materials and equipment. The pressures recommended above assume drained conditions behind the walls and a horizontal backfill surface. The buildup of water behind a wall or an upward sloping backfill surface will increase the lateral pressure imposed on a foundation wall or retaining structure. An underdrain should be provided to prevent hydrostatic pressure buildup behind walls. Backfill should be placed in uniform lifts and compacted to at least 90% of the maximum standard Proctor density at a moisture content near optimum. Backfill in pavement and walkway areas should be compacted to at least 95% of the maximum standard Proctor density. Care should be taken not to overcompact the backfill or use Job #101 196-1 C.LrakStectin 1 1 1 1 1 4 -7- • large ,equipment near the wall, since this could cause excessive lateral pressure on the wall. Some settlement of deep foundation wall backfill should be expected, even if the material is placed correctly, and could result in distress to facilities constructed on the backfill. The lateral resistance of foundation or retaining wall footings will be a combination of the sliding resistance of the footing on the foundation materials and passive earth pressure against the side of the footing. Resistance to sliding at the bottoms of the footings can be calculated based on a coefficient of friction of 0.35. Passive pressure of compacted backfill against the sides of the footings can be calculated using an equivalent fluid unit weight of 300 pcf. The coefficient of friction and passive pressure values recommended above assume ultimate soil strength. Suitable factors of safety should be included in the design to limit the strain which will occur at the ultimate strength, particularly in the case of passive resistance. Fil! placed against the sides of the footings to resist lateral loads should compacted to at least 95 %o of the maximum standard Proctor density at a moisture content near optimum. FLOOR SLABS The natural on-site soils, exclusive or topsoil, are suitable to support iightly loaded slab - on -grade construction. The soils are compressible when wetted under load and there could be some settlement. To reduce the effects of some differential movement, non- structural 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 at least 50% retained on the No. 4 sieve and less than 2% passing the No. 200 sieve. Job #101 196-1 Geotech - 8 - . All fill materials for support of floor slabs should be compacted to at least 95% of maximum standard Proctor density at a moisture content near optimum. Required fill can consist of the on-site soils devoid of vegetation, topsoil and oversized rock. UNDERDRAIN SYSTEM Although free water was not encountered during our exploration, it has been our experience in the area 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 basement areas, be protected from wetting and hydrostatic pressure buildup by an underdrain system. An underdrain should not be provided around shallow foundations such as for crawlspace and garage areas. The drains should consist of drainpipe placed in the bottom or the wall backrill 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 sieve, less than 50% passing the No. a sieve arc! have a maximum size of 2 inches. The drain gravel backfill should be at least 11/2 feet deep. An impervious membrane such as 20 mil PVC should be placed beneath the drain gravel in a trough shape and attached to the foundation wall with mastic to prevent wetting of the bearing soils. SURFACE DRAINAGE Developing and maintaining positive drainage throughout the life of the residence is critical to limiting potential settlement and distress to the building. The following Job #101 196-1 Gectitech N' 1 1 1 1 11 1 1 1 1 -9- drainage precautions should be observed during construction and maintained at all times after the residence has been completed: 1) Uncontrolled wetting 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. 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 paved areas. Free -draining wall backfill should be capped with at least 2 feet of the on-site soils to reduce surface water infiltration. 4) Roof gutters should be provided with downspouts that discharge well beyond the limits of all backfill. 5) Landscaping which requires regular heavy irrigation should be located at least 10 feet from foundation walls. Consideration should be given to use of xeriscape to reduce the potential for wetting of soils below the building caused by irrigation. LIbIITATIONS This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either express or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory boring drilled at the location indicated on Figure 1, the proposed type of construction and our experience in the area. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory boring and variations in the subsurface Job #101 196-1 - 10 - 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 so that 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 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. Respectively Submitted, HEPWORTH - P6.1244KGEOTECHNICAL, Inc. 5L32C*,GTF. -,• .� 152 �j Steven L. iaw:lVlc, E - /:,71 M c,t ate: v Reviewed by:-% FflJ. Daniel E. Hardin, P.E. SLP/ksw Job #101 196-1 1' 1 1 1 1 1 1 1 1 1 1 1 1 1 • BORING 146 0 LOT 149 APPROXIMATE SCALE 1 I 1"= 100' PROPERTY BOUNDARY LOT 165 <t` yFp2 \ LOT 150 O ti BORING 134 0 60L avow BORING 144 0 LOT 144 BORING 143 0 LOT 143 BORING 142 LOT 142 -7 BORING 141 O LOT 141 BORING 140 I O 3NVl I BORING 135 0 LOT 135 LOT 134 BORING 136 LOT 136 BORING 137 0 LOT 137 BORING 138 0 LOT 138 LOT 133 LOT 140 �o ao Iz Er. `;`[OF' 539 COMMON AREA LOT BOUNDARY 101 196-1 HEPWORTH—PAWLAK GEOTECHNICAL, INC. LOCATION OF EXPLORATORY BORING Figure 1 •0 0 0 5 10 15 20 25 BORING 139 (LOT 139) 9/12 WC=5.7 DD -99 14/12 26/12 WC=6.1 DD -117 -200=89 NOTE: Explanation of symbols is shown on Figure 3. 0 _ 5 10 15 20 25 c 0 0 101 196-1 HEPWORTH— P AWLAK GEOTECHNICAL, INC. LOG OF EXPLORATORY BORING Figure 2 0 LEGEND: TOPSOIL; organic sandy clayey silt, slightly moist, brown. ® -7 L t 9/12 T NOTES: SILT AND CLAY (ML—CL); sandy, scattered gravel sized rock fragments, stiff to very stiff, slightly moist, light brown, low plasticity, occasionally calcareous. (Debris fan deposits). CLAY AND GRAVEL (CL—GC); silty, sandy, rock fragments to cobble size, medium dense, slightly moist, brown, low plasticity. (Debris fan deposits). Relatively undisturbed drive sample; 2—inch I.D. California liner sample. Drive sample blow count; indicates that 9 blows of a 140 pound hammer falling 30 inches were required to drive the California sompler 12 inches. Practical drilling refusal. Where shown above bottom of log, indicates that multiple attempts were made to advance the boring. 1. The exploratory boring was drilled on May 7, 2003 with a 4—inch diameter auger. 2. The exploratory boring location was measured approximately orc'#ided continuous Flight power by pacing from features on the site plan 3. The exploratory boring elevation was not measured and the log of exploratory boring is drawn to depth. 4. The exploratory boring location and elevation should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory boring between material types and transitions may be gradual. 6. No free water was encountered in the boring at the time occur with time. 7. Laboratory Testing Results: WC = Water Content ( % ) DD = Dry Density ( pcf ) —200 = Percent passing No. 200 sieve. log represent the approximate boundaries of drilling. Fluctuations in water level may 101 196-1 HEPWORTH—PAWLAK GEOTECHNICAL, INC. LEGEND AND NOTES Figure 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Compression % Moisture Content = 5.7 percent Dry Density = 99 pcf Sample of: Sandy Silty Clay From: Bor'ng 139 at 5 Feet • • Compression • upon wetting • 0.1 1.0 10 100 APPLIED PRESSURE — ksf 101 196-1 HEP WORTH—PAWLAK GEOTECHNICAL, INC. SWELL CONSOLIDATION TEST RESULTS Figure 4 PLAN REVIEW CHECKLIST Applicant ea2A Aa,I Cot /31 / Building v Engineered Foundation d_dtDriveway Permit ✓ S /ayed Site Plan ,4" ,Septic Permit and Setbacks ---Crade/Topography 30% 4bResidentia1 Plan Review List /Minimum Application Questionnaire ✓Subdivision Plat Notes A4. Fir partment Review c/ Valuation Determination/Fees Reed Line Plans/Stamps/Sticker 4ttach Conditions plication Signed lan Reviewer To Sign Application %rcel/Schedule No. 40# Snowload Letter- Manf. Hms. GENERAL NOTES: Date E Kel'F6 Planning/Zoningla� vProperty Line Setbacks P/30ttream Setbacks Flood Plain ‘<31 Height Zoning Si f oad Impact Fees ‘,10A/DRC Approval Gr�adeiTopography 40% tannin Subdivision Plat Notes COUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at oy4 Wry/ a ,4 4s Permit No. I have this day inspected this structure and these premises and found the following corrections needed: 0 © .--a /l/�0l- hlsh�K�- n enC Si DC © / -aCa/leo trt Cote Ficol-n- VO4- You al 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 6 --C ce L 40 Building Inspector Phone (970) 945-8212 No (�G-3c Assessor's Parcel No °I-3'751 /a/- /S'-/ I) Date 'gy � Qs BUILDING PERMIT CARD Job Addregs C- Gkl%- { may ccki JI%&i C (z- I L CI cM 13 7 4`-`"y Owner Sk7/'—1 :e�C S"--)414-4-4 (1 PrM/J Contractor tit 'I\4-2-Ol ( y.., Setbacks: Front Rear Soils Test i tt e& .0 Footing '- Zo -t7— Foundation /0-/0-or%W Grout Underground Plumbing 1 Rough Plumbing % I7�o(p Framing 7-az-cco Insulation 2 21-eko?%. Roofing Drywall-6;-ovv-71- Gas Piping 4' 11 t"G7,1a Address (f/G b �1-2 G ' Phone # X 4 7 -7/C Address - ' &.4 ' '-1A'"-- Phone # RH LH Zoning INSPECTIONS j- JLtQl �%c ��c1 r'�tii ELt _ .rkA. �jt, \ 4 . �? 4o'L $ W NOTES Weatherproofing Mechanical Electrical Rough (State) Electrical Final ( tate) Final /Checklist,carimIeeetted9 '- Certificate Occupant EEjj 33.�� Date S 3� b r Septic System # Date Final Other (continue on back) 1 INSPECTION WILL NUT Ut MAUI UNLtn THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS 1 BUILDING PERMIT GARFIELD COUNTY, COLORADO r/ Date Issued.. l Zoned Area Permit No3:34 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 IMMEDI4TE Y BECOME NUL AND VOID. k USFme1/4 voNtt !h co.) 1 Address or Legal cripti >I , t �,� Qwner� I Q` es Contractor AW/A (t S -r, I Setbacks Front Side Side Rear This Card Must Be Posted So Itis Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing lo -p Driveway - r: Foundation 0—(o -os Underground Plumbing _ 3.. • 1 Insulation z_2_7-06,.4 Rough Plumbing ^-)7-v6 /' Drywall 3-(r& ) . // Chimney & Vent Electric Final (by State Inspector -yawn fj Gas Piping 2 - 17 -O •r a iii, Final S J..V&i Electric Rough (By State inspector) awl Septic Final Framing 2-27-0 (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 APPROVEDDO NOT DESTROY THIS CARD Date °ti 4 4(vCp LOT 131 F PLACED OUTSIDE - COVER CLEAR PLASTIC