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HomeMy WebLinkAboutApplication- PermitJob Address Nature of Work Use of Building Garfield County Building, Sanitation, & Planning Department 108 8" Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-p 12 Inspection Line- 384-5003 ooci C aar7 a7itche, ?Li NO. 8913 Building Permit C La 0 Owner Amount of Permit s j ‘10 Contractor Date Clerk t f GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8" Street, Suite 201, Glenwood Springs, CO 81601 Phone: 970-945-8212 / Fax: 970-384-3470 / Inspection Line: 970-384-5003 Parcel/Schedule No: Se -4- Ikcke--1-1 tec J Permit No: l 11 A5_2.— —nr� AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 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 PLANS. SPECIFICATIONS AND OTHER DATk 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 LIABLITIES BY CARFIEID COUNTY FOR ERRORS. OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ART1CTECT. DESIGNER. BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Cartan_003 1 HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): 4459'3S &A 36a ' 41(3°N3 Job Address: �` 2 ` " -44-415-3—H,424-4.-R,t - 4 CU S(65Z) 1 Lot No: n\ Block No: Subd. / Exemption: r C� I pr` 2 Owner: 40E17 Lr 2 Address slry7aa9c2-re GS Co Pb: q70 94 sl cb s7 Wk Ph: 570 37? I ZSu 3 Contra,tor: A-4/ R "-i5 (0,...3 re✓uTJory Address: n WA: Lo Ph: 970 4' 7-6q3 Lic. No. 4 Architect/Engineer: SGn) Address: G 5 Ph: cvs--/ co ,/ Lic. No. 5 Sq. Ft. of Building: 'v (cC)O Sq. Ft. of Lot: 4/t 9c c3 Height: 'V 7C) 47 No. of Floor!: 6 Use of Buildings il 61F46i4JJegitlit, 011/4.0i4).104 -‘19“-a. Vat G/+11'CJv.i &CAC 1" 7 Describe Work: cQa57( 17b0& 4, 5,n* . 5'InC,L; Caa,N ON pApc._J 8 Class of Work: or-- New o Alteration o Remove o Addition o Move 9 10 Garage: 10i' .jA ❑ Single o Double Carport: o Double o Driveway Permit 4.,fn a/On-Site Sewage Disposal 2. --Site Plan • / (SeP) 11 Valuation of Work: $ 5z), OOU. X/ 5-(‘ Adjusted Valuations: $ V 3 a,(� 1 12 ^� SpadaCondidow:praywr /S gen G' A-ILyP gw/A;y 0,441, »C1 7 S S k il.A TLr 'Do 5 L1? "° A•t.. NOTICE A SEPARATE ELECTRICAL PERMIT 15 REQUIRED AND MUST BE ISSUED BY THE ST ATE OF COLORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED 15 NOT COMMENCED WITHIN 180 DAYS, OR. If CONSTRUCTION OR WORK 15 SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE COMPLETED WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. _ Plan Check Fee: -fit /4 59 31 Permit Fee: _ 1c .7' Total Fee: Dated Permit Issued: 161‘/ OCC Group: onst.Type: n-3 14 itsIC zoning: Setbacks: Manu. Home: 1808 No. & Fee: W isO3g6? a• r.. 1.. ' ' R e `(�,', /-0z0-11-tfiill LDG DE PLNC. DEPT. APPROVAL/DATE APPROVAL/ E AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 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 PLANS. SPECIFICATIONS AND OTHER DATk 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 LIABLITIES BY CARFIEID COUNTY FOR ERRORS. OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ART1CTECT. DESIGNER. BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Cartan_003 1 HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): 4459'3S &A 36a ' 41(3°N3 4 f 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, extenor 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; A complete bathroom, with washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all 1997 UBC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made. - A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOTOCCUPY 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 PREMISE UNTIL ABOVE CONDITIONS ARE MET. 1 understand and agree to abide by the above conditions for occupanc se and the issuance of a Certificate of Occupancy for the dwelling under building permit# yi 13 BpcontO82002 Date • PEE ESTIMATE oKFLi2 FINISHED LIVING SPACE: ' /6 OD X 69.00 = `f / 4h0'c • UNFINISHED BASEMENT: X 41.00 = CRAWL SPACE: (o OU X 9.00 = Syco . iSo GARAGE: X 18.00 = UNCOVERED PATIO/DECK:X 12.00 = COVERED PATIO/DECK: -/LIFO X 24.00 = / /, Sao .w MISC. MISC. TOTAL VALUATION: S ' 3 a PLAN REVIEW FEE: q59. 3? PERMIT FEE: 70` • 76- TOTAL: S TOTAL: aa66. 1ci MANUFACTURED NOME SET UP FEE: SEPTIC — PERMIT: 5 w PERK: /OD • vo / Nf� Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line. A section showing in detail, from the bottom of the footing to the top of the roof, including re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house -rap, (which is required), siding or any approved building material. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, an 80 M.P.H. windshear, wind exposure B, windload of 15 pounds per square foot, and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be retumed. All plans submitted must be incompliance with the 1997 UBC, UMC and 1997 UPC. 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each corner of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. NOTE: 106.3.1 (7.) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyors signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat, shall include a copy of the building envelope as it is shown on he final plat with the proposed structure located within the envelope. Yes 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 2 Sewage Disposal System) and the distances to the property lines, wells (on subject property a adjacent properties), streams or water courses? Yes 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes .7 5. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered design? Yes 6. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces's and soffits? Yes 8. Do the plans include design Toads 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 connectionpll 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 3 including make and model and Colorado Phase II certifications or phase II EPA certification? Yes No ✓ 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Buildin Code Chapter 37? 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 Uniform uilding Code? Yes No - 16. Does the plan include a window schedule or other verification that windows provide natural light nd 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 saf 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 the plan? Yes_ No 19. Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision process, are building plans in compliance with all plat notes and/or covenants? Yes . / 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? If you do not have written permission from the association, do you understand that the plan check fee will not be refunded should the architectural committee deny or reject your building plans? Yes ✓ No_ 21. Will this be the only residential structure on the parcel? Yes No_ If no - Explain: A 00 4 22. Have two (2) complete sets of construction drawings been submitted with the application Yes 23. Do you understand that the minimum dimensions a home can be on a lot is 20ft.wide and Oft. long? Yes No 24. Have you designed or had this plan designed while considering building and other construction code requirements? Yes No 25. Do your plans comply with all zoning rules and regulations in the County related to your properties z e district? Yes No 26. Does the plan accurately indicate what you intend to construct and what will receive a final inspectiogp-by the Garfield County Building Department? Yes ✓ No 27. Do you understand that approval for design and/or construction changes are requiredprior:to the application of these changes? Yes ✓ No 28. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your building permit? Yes_`_. / No 29. Are you aware that twenty-four (24) hour notice is required for all inspections? Inspections will be made from Battlement Mesa to West Glenwood in the mornings and from Glenwood Springs to Carbondale in the afternoons. All inspections must be called in by 3:30 p.m. the day before. Failure to give twenty-four (24) hour notice for inspections will delay your inspection one (1) day. Inspegtions are to be called in to 384-5003. Ye s__ No 30. Are you aware that requesting inspections on work that is not ready or not accessible^ ill result in a $47.00 re-inpsection fee? Yes ✓ No 31. Are you aware that you are required to call for all inspections required under the Uniform Building Code including approval on a final inspection prior to receiving a 5 Certificate o Occupancy and occupancy of the building? Yes No 32. Are you aware that the Permit Application must be signed by the Owner or a written authority be given for an Agent and that the party responsible for the project must comply with the Uniform Building Code? Yes ✓ No 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 ✓ 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 r fired at time of applicable inspection. Yes No 35. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Schedule Number for the lot you are applying for this permit on prior to submittal of a.building permit application? Your attention in this is appreciated. Yes _ No I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. Phon u?7Q - / 2 (days); i7 .) frQ 4Vf q��_(evenings) Project /� Name: worAcov a /01-4/0_/ Date cif 30IU-; Project 0 04A-- C -V . / Address: 0 y a W W.76 Ca ygS�i Notes: If you have answered "No" on any of the questions, you may be required to provide this 6 'HEPWORTH-PAWLAK GEOTECHNICAL Hepwoth-Pawfak Geocechnical, Inc 5020 County Road 154 Glenwood Springs, Colorado 81601 Phona 970-945-7988 Fax: 970-945-8454 email: hpgeo@hpgeocech.com SUBSOIL STUDY FOR FOUNDATION DESIGN PROPOSED RESIDENCES AND CABINS TWO PARCELS OF LAND AT WEST OF SILT, 31053 HIGHWAY 6 GARFIELD COUNTY, COLORADO JOB NO. 103 127 FEBRUARY 21, 2003 PREPARED FOR PEREGRINE DEVELOPMENT ATTN: DON ZIEGLER P.O. BOX 849 GLENWOOD SPRINGS, COLORADO 81602 Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverrhome 970-468-1989 TABLE OF CONTENTS PURPOSE AND SCOPE OF STUDY 1 PROPOSED CONSTRUCTION 1 SITE CONDITIONS 2 FIELD EXPLORATION 2 SUBSURFACE CONDITIONS 3 FOUNDATION BEARLNG CONDITIONS 3 DESIGN RECOMMENDATIONS 4 _ FOUNDATIONS 4 FLOOR SLABS 5 SURFACE DRAINAGE 5 LIMITATIONS 6. FIGURE 1- LOCATION OF EXPLORATORY BORINGS FIGURE 2 - LOGS OF EXPLORATORY BORINGS FIGURE 3 - LEGEND AND NOTES FIGURES 4 through 7 - SWELL -CONSOLIDATION TEST RESULTS TABLE 1- SUMMARY OF LABORATORY TEST RESULTS Job # 103 127 PURPOSE AND SCOPE OF STUDY This report presents the results of a subsoil study for two proposed residences and two cabins to be located on two parcels of land at 31053 Highway 6. Garfield County, Colorado. The project site is shown on Fig. 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 Peregrine Development dated Ianuary 22, 2003. A field exploration program consisting of exploratory borings was conducted to obtain information on 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 subsoil conditions encountered. PROPOSED CONSTRUCTION The proposed residences will be two story wood frame structures with attached garages. Ground floor will be structural over crawlspace for the residences and slab -on -grade for the garages. The proposed cabins will be single story structures over crawlspaces. The cabins will be 20 by 30 feet in size. Grading for the structures is assumed to be relatively minor with cut depths of about 3 ta4 feet. We assume relatively light foundation loadings, typical of the proposed types of construction. Job # 103 127 -2- I£ 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. Silt CONDITIONS The site is a small ranch with an existing single story residence. The existing residence is a single story wood frame strucnire. Several sheds are located on the property. The sites of the proposed structures is relatively flat with gentle slopes down to the south. A gully with a small creek is located through the center of the property approximately between Parcels 1 and 2. The gully is approximately 15 to 20 feet deep. An existing pond is located in the northern portion of Parcel 2. An existing wetlands is located in the no:.heast portion of Parcel 1. Some minor cuts and fills for construction of the existing driveway and the pond are located on the property. Vegetation consists of scattered cottonwood trees, brush, sagebrush, grass and weeds. FIELD EXPLORATION The field exploration for the project was conducted on January 28 and 29, 2003. Four exploratory borings were drilled 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. lob # 103 127 -3 - The samples were returned to our laboratory for review by the project engineer and testing. SUBSURFACE CONDITIONS Graphic logs of the subsurface conditions encountered at the site are shown on Figure 2. The subsoils consist of about ya to 1 foot of topsoil overlying medium stiff to stiff, stratified, sandy to very sandy silt and clay. Relatively dense, silty sand and gravel containing cobbles and boulders was encountered beneath the silt and clay in Boring 4 at a depth of 401 feet. Drilling in the dense gravel with auger equipment was difficult due to the cobbles and boulders and drilling refusal was encountered in the deposit. Laboratory testing performed on samples obtained from the borings included natural moisture content, density, Atterberg limits and finer than sand size gradation'analyses. Results of swell -consolidation testing performed on relatively undisturbed drive samples of the silt and clay, presented on Figures 4 and 5, indicate low compressibility under existing moisture conditions and light loading. The samples generally showed a minor to low collapse potential (settlement under constant load) when wetted. The clay samples from Boring 2 at 5 feet and 15 feet showed a low expansion potential when wetted under a constant light surcharge. The laboratory testing is summarized in Table 1. Groundwater was encountered in Boring 4 at a depth of 39 feet at the time of drilling. No free water was encountered in the other borings at the time of drilling and the subsoils were typically slightly moist to moist. FOUNDATION BEARING CONDITIONS The silt and clay subsoils at the site possess low bearing capacity and generally low to moderate settlement potential. Spread footings bearing on these soils should be feasible for foundation support of the residences with some risk of settlement. The risk of settlement is primarily if the bearing soils become wetted. Sources of potential wetting Job # 103 127 Get�otect, -4 - include surface water ponding, excessive irrigation and utility line leaks. Site specific evaluations of the bearing soils should be made for the individual building such as observation of the foundation excavations. DESIGN RECOMMENDATIONS FOUNDATIONS Considering the subsoil 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 subsoils. The design and construction criteria presented below should be observed for a spread footing foundation system. 1) Footings placed on the undisturbed natural subsoils should be designed for an allowable bearing pressure of 1,500 psf. Based on experience, we expect settlement of footings designed and constructed as discussed in this section will be about 1 inch or less. There could be some additional movement if the bearing soils become wetted. 2) The footings should have a minimum width of 13 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 Job * 103 127 -5 - designed to resist a lateral earth pressure corresponding to an equivalent fluid unit weight of 50 pcf. 5) The topsoil and any loose or disturbed soiLs should be removed and the footing bearing level extended down to the firm natural subsoils. 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. The subgrade should be evaluated for settlement/heave potential at the time of 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 sand and gravel should be placed beneath slabs -on -grade for subgrade support. This material should consist of minus 2 inch aggregate with at least 50% retained on the No. 4 sieve and less than 12% passing the No. 200 sieve. All fill materials for support of floor slabs should be compacted to at least 95% of maximum standard Proctor density at a moisture content near optimum. Required fill can consist of the on-site soiLs devoid of vegetation and topsoil. SURFACE DRAINAGE The following drainage precautions should be observed during construction and maintained at all times after the residences and cabins have been completed: Job # 103 127 -6- 1) Inundation of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in Landscape areas. 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 10 feet in paved areas. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. 5) Landscaping which requires regular heavy irrigation, such as sbd, should be located at least 5 feet from foundation walls. 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 types of construction and our experience in the area. Our findings include interpolation and 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 Lob # 103 127 -7 - 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 - PAWLAK GEOTECHNICAL, Inc. Jordy Z. Adamson, Reviewed by: D • tel E. Hardin, P.E. JZA/ksw • Job # 103 127 • • • BORING 1 PROPOSED CABIN) TO MILLER LANE (COUNTY ROAD 227) APPROXIMATE SCALE 1' 100' EXISTING POND BORING 2 • (PROPOSED RESIDENCE) PARCEL 2 i i - i PARCEL 1 \ \\ \ \ BORING 3 \\ • \\ \\ \\ EXISTING GRAVEL \\ DRIVE \\ \\ EXISTING RESIDENCE PROPERTY UNE \\ \\ BORING 4\\ (PROPOSED �\ CABIN) \\ -11110.0 HIGHWAY 6 103 127 HEP WOR TH—PAWLAK GEOTECHNICAL, INC. LOCATION OF EXPLORATORY BORINGS Figure 1 . BORING 1 BORING 2 BORING 3 BORING 4 0 0 —•' - — - 5 r... T '>; , 12/72 11c-3.3 ° 40043 u-25 PI -10 ry ' , / 6/12 ry . ,Ari , ] 8/12 +-... , '' /1 , / _ - 5/t z— r WC -11.4 - D0-109 — 5 — — — — 10 r r / / e17/12 13/12 WCr3.4 00-98 + r 13/12 WCe11.8 00-117 -200-80 r + / / a/12 WC -7.7 00-109 -200-59 r / + / , 7/12 WC -5.3 — 00-104 -200-36 — 10 — — — - 15 r / / / / /j /0) + / / 10/12 10/12 /� /rl / / / 6/12 WC.8.4 00-9"4 ,r"{ /rl , / / 7/12 _ - 15 O. — — _ — 20 / ' 17/12 -�Q / 6/12 00-10.9 OD -109 —� !+ 9/12 / 7/12 -^ —ti — 20 11 1 �A-I ), 14/12 10/12 /'1 C 13/12 I 17/12 — La. Depth • — — 25 + / I / - 25 1 0. w 0 _ - / Jr / / _I — 30 ` 30 _ — - — _ 35 % % r / - — 35 — / + — — _', 40 40• — — Note: Explanation of symbols is shown on Figure 3. 45 ll 8 J 45 103 127 NEP WORTH—PAWLAK GEOTECHNICAL, INC. LOGS OF EXPLORATORY BORINGS Figure 2 LEGEND: ,TOPSOIL: sandy silty clay, organic. soft to medium stiff, moist, dark brown. SILT AND CLAY (ML—CL); sandy to very sandy, sand layers, stratified, medium stiff to stiff, slightly moist to moist, brown, slightly porous, slightly porous, slightly calcareous, low plasticity. SAND AND GRAVEL (SM—GM): silty, with cobbles and boulders, dense, wet, brown. Relatively undisturbed drive sample; 2—inch I.D. California liner sample. 17 12 Drive sample blow count: indicates that 17 blows of a 140 pound hummer falling .30 inches were required to drive the California sampler 12 inches. 1 Free water level in boring at the time of dulling. Depth at which boring hod caved following drilling. Practical drilling refusal. I4O1ES: 1. Exploratory borings were drilled on January 28 and 29, 2003 with a 4—inch diameter continuous flight power auger. 2. Locations of exploratory borings were determined in the field by the client. 3. Elevations of exploratory borings were not measured and the logs of exploratory borings are drawn to depth. 4. The exploratory boring locations should be considered accurate only to the degree implied by the methdd 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. Water level readings shown on the logs were made at the time and under the conditions indicated. Fluctuations in water level may occur with time. 7. Laboratory Testing Results: WC - Water Content (% ) 00 = Dry Density ( pcf ) —200 = Percent passing No. 200 sieve. LL = Liquid Limit ( R ) PI = Plasticity Index ( ) • 103 127 HEPWORTH —PAWLAK GEOTECHNICAL, INC. LEGEND AND NOTES Figure 3 Compression % 0 1 2 3 4 5 6 2 c 0 c 1 0 a W I 0 c 0 m ` 1 0 . E 0 U 2 • Moisture Content = 5.5 percent Dry Density = 98 pef Sample of: Sandy Silt From:Boring 1 at 5 Feet Compression upon wetting 0.1 .0 0 APPUED PRESSURE - ksf 1010 Moisture Content = 11.6 percent Dry Density = 117 pcf Sample of: Sandy Clay From:Boring 2 at 5 Feet Expansion upon - wetting 0.1 .0 0 APPUED PRESSURE - ksf 100 103 127 HEPWORTH—PAWLAK GEOTECHNICAL. INC. SWELL CONSOLIDATION TEST RESULTS Figure 4 Compresslon — Expansion R W N O • . 100 A Moisture Content = 12.9 percent Dry Density = 109 pcf Sample of: Sandy Clay From:Boring 2 at 15 Feet •st.&:.ssssCiNp— Expansion upon wetting H • 0.1 1.0 a APPLIED PRESSURE — ksf 103 127 HEPWORTH-13AWLAK GEOTECHNICAL, INC. SWELL CONSOLIDATION TEST RESULTS Figure 5 • 0 c 0 w • 2 n a E O 3 4 0 1 2 3 yt 4 c m 5 e 0 o. 8 7 8 0.1 Moisture Content - 7.7 percent Dry Density — 109 pcf Sample of Very Sandy Clay From: Boring 3 at 5 Feet Compression upon wetting i 0.1 1.0 0 APPLIED PRESSURE — ksf .0 0 APPLIED PRESSURE — ksf 00 100 103 127 HEPWORTH—PAWLAK GEOTECHNICAL, INC. SWELL CONSOLIDATION TEST RESULTS 1Figure 6 _ Moisture Content - 8.4 percent Dry. Density - 94 pcf Sample of Sandy Silty Clay From: Boring 3 at 10 Feet • Compression upon wetting • \ . .0 0 APPLIED PRESSURE — ksf 00 100 103 127 HEPWORTH—PAWLAK GEOTECHNICAL, INC. SWELL CONSOLIDATION TEST RESULTS 1Figure 6 Compression — 7. Compression — X 0 1 2 3 4 0 1 2 3 4 a Moisture Content = Dry Density = Sample of: Sandy Silty Clay From: Boring 4 at 2 Feet 11.4 percent 109 pcf Compression upon wetting 0.1 1.0 0 APPUED PRESSURE — ksf 100 Moisture Content = Dry Density = Sample of: Clayey Sand From: Boring 4 at 5 Feet 5.3 percent 104 pct �'1_Compression upon wetting 0.1 1.0 0 APPUED PRESSURE — ksf 100 103 127 HEPWORTH—PAWLAK GEOTECHNICAL, INC. SWELL CONSOLIDATION TEST RESULTS Figure 7 • JOB NO, HD 127 • Y L a. s i- O Y 9 C e O i m W• vcry clayey sand I sandy sill T R V SN '7 v G 0 .. ct m vcry sandy clay T 7 u >. = • cc 7 x n sandy silty clay . II R 14 T c1 n u yO Y Z ?; W Z, o u L z y Al 2 J C 7i 0 W 3 ea V M S 3 e ce — 25 . PERCEPTS PASSING NO. NIS SIEVE rl 80 I in 36 F 0 u a zr <Y m a -- i.; u J L C NATURAL MOLSEURE CONTENT ISO h h ^ 8.4 N SAMPLE LOCATION t - L a N v7 In Lel In N i0 BORING I ,.. N t Q Garfield County RECEIVED 11 2 2 2003 GAREIELC COUNTY BUILDING & PLANNING Application for Driveway Permit Application Date: 10/21/2003 Permit Nunrber:127 Permitee: Don Ziggler Termination Date:11/21/2003 County Road Number: 227 Inspector: Ted Morgan District: 2 Sub -Contractor: hereby requests permission and authority from the Board of County Commissioners to construct a driveway approach (es) on the right-of-way off of County Road, 227. At the property, adjacent to Applicant's property located on the side of road for the purpose of obtaining access to property. Applicant submits herewith for the consideration and approval of the Board of County Commissioners, a sketch of the proposed installation showing all the necessary specification detail including: 1. Frontage of lot along road. 2. Distance from centerline of road to property line. 3. Number of driveways requested 4. Width of proposed driveways and angle of approach. 5. Distance from driveway to road intersection, if any. 6. Size and shape of area separating driveways if more than one approach. 7. Setback distance of building(s) and other structure improvements. 8. No unloading of equipment on county road, any damage caused to county road will be repaired at subdivision expense. 9. Responsible for two years from the date of completion. General Provisions 1) The applicant represents all parties in interest, and affirms that the driveway approach (es) is to be constructed by him for the bona fide purpose of securing access to his property and not for the purpose of doing business or servicing vehicles on the road right of way. 2) The applicant shall furnish all labor and materials, perform all work, and pay all costs in connection with the construction of the driveway(s). All work shall be completed within thirty (30) days of the permit date. 3) The type of construction shall be as designated and/or approved by the Board of County Commissioners or their representative and all materials used shall be of satisfactory quality and subject to inspection and approval of the Board of County Commissioners or their representative. 4) The traveling public shall be protected during the installation with proper warning signs and signals and the Board of County Commissioners and their duly appointed agents and employee shall be held harmless against any action for personal injury or property damage sustained by any reason of the exercise of the Permit. 5) The Applicant shall assume responsibility for the removal or clearance of snow, ice, or sleet upon any portion of the driveway approach (es) even though deposited on the driveway(s) in the course of the County snow removal operations. 6) In the event it becomes necessary to remove any right-of-way fence, the posts on either side of the entrance shall 'be surety braced before the fence is cut to prevent any slacking of the remaining fence, and all posts and wire venioved shall be turned over to the District Road Supervisor of the Board of County Commissioners. 7) No revisions or additions shall be made to the driveway(s) or its appurtenances on the right-of-way without written permission of the Board of County Commissioners. 8) Provisions and specifications outlined herein shall apply on all roads under the jurisdiction of the Board of County Commissioners of Garfield County, Colorado, and the Specifications, set forth on the attached hereof and incorporated herein as conditions hereof. Special Conditions: 1. Construct a 30' wide driveway with a 15" culvert 50' long. 2. A Chip Seal pad is required 30' wide X 10' long X 4" thick 3. No more than a 3% slope away from the County road. 4. Construct so no drainage accesses the County Road. In signing this application and upon receiving authorization and permission to install the driveway approach (es) described herein the Applicant signifies that he has read, understands and accepts the foregoing provisions and conditions and agrees to construct the driveway(s) in accordance with the accompanying specification plan reviewed and approved by the Board of County Commissioners. Signed: Address: 3 0 6--3 +,(wi c Q Cel i f 6 Cb Telephone Number. Et7LD37 91 - Permit -Permit granted 10/21/2003subject to the provisions, specifications and conditions stipulated herein. For Board of County Commissioners' of Garfield County, Colorado: Representative of Garfield County Road and Bridge Signature Specifications » I. A driveway approach is understood to be that portion of the county road right -of way between the pavement edge and the property line that is designed and used for the interchange of traffic between the roadway and abutting property 2. At any intersection, a driveway shall be restricted for a sufficient distance from the intersection to preserve the normal and safe movement of traffic. (It is recommended for rural residence entrances that a minimum intersection clearance of 50 feet be provided and for rural commercial entrances a minimum of 100 feet be provided.) 3. All entrances and exits shall be so located and constructed that vehicles approaching or using them will be able to obtain adequate sight distance in both directions along the county road in order to maneuver safely and without interfering with county road traffic. 4. The Applicant shall not be permitted to erect any sign or display material, either fixed or movable, on or extending over any portion of the county road right -of -wap. 5. Generally, no more than one approach shall be allowed any parcel or property the frontage of which is less than one hundred (100) feet. Additional entrances or exits for parcels having a frontage in excess of one hundred 100) feet shall be permitted only after showing of actual convenience and necessity. 6. All driveways shall be so located that the flared portion adjacent to the traveled way will not encroach upon adjoining property. 7. No commercial driveway shall have a width greater�YS' (30) feet measured at right angles to the centerline of the driveway except as increased by permissible la. N�aoncommercialiriveway shall have a width greater than twenty (20) feet measured at right angles to the centerline of the driveway, except as increased hay permissible radii. 8. The axis of an approach to the road may be at a right angle to the centerline of the county road and of any angle between ninety (90) degrees and sixty (60) degrees but shall not be less than sixty (60) degrees. Adjustment will be made according to the type of traffic to be served and other physical conditions. 9. The coni on of parking or servicing areason the county road right-of-way is specifically prohibited. Commdestablishments for customer vehicles should provide off -the -road parking facilities 10. The grade of entrance and exit shall slope downward and away from the road surface at the same rate as the normal shoulder slope and for a distance equal to the width of the shoulder but in no case less than twenty (20) feet frod4 the pavement edge. Approach grades are restrictedto not more than ten percent (10%). 11. All driveways and approaches shall be so constructed that they shall not interfere with the drainage system of the street or county road. The Applicant will be required to provide, at his own expense, drainage structures at entrances and exits, which will become an integral part of the existing drainage system. The Board of County Commissioners or their representative, prior to installation, must approve the dimensions and types of alt drainage structures. Note: This permit shall be made available at the site where and when work is being done. A work sketch or drawing of the proposed driveway(s) must accompany application. No permit will be issued without dimming, blueprint, or sketch. 4 kb i 1r PLAN REVIEW CHECKLIST Applicant 2 ti r 4 r / Building ,/ Engineered Foundation 02-1 riveway Permit ✓Suraaayed Site Plan> 50 t ✓Septic Permit and Setbacks rade/Topography 30% -"Attach Residential Plan Review List • Minimum Application Questionnaire ,1,/.0 Subdivision Plat Notes Li( 4 Fire Department Review ✓Valuation Determination/Fees -wed Line Plans/Stamps/Sticker 4 _ Attach Conditions `Application Signed Plan Reviewer To Sign Application 'Parcel/Schedule No. /J. fit .40# Snowload Letter- Math'. Hms. GENERAL NOTES: S f tc-i4crio Date /©-/7-03 Planning/Zoning Property Line Setbacks 30ft Stream Setbacks Flood Plain Building Height Zoning Sign -off Road Impact Fees HOA/DRC Approval Grade/Topography 40% Planning Issues Subdivision Plat Notes Andy'Schwaller From: Wendy Mead Sent: Monday, March 08, 2004 2:49 PM To: Andy Schwaller Cc: Kraig Ku berry Subject: Ziegler CO Hi Andy, Kraig asked me to email about Don Ziegler's driveway, 0092 CR 227. He did buy and pay for a driveway permit. He has 45 days to either asphalt or chip seal the driveway but he can't do that right now as all the paving companies aren't open. Kraig said that is was ok to let him have his CO. If you have any questions, please contact Kraig directly. (Cell -618-6179) Thank you. Wendy Mead 1. GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit Ih_ 3 8 6 ? 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 Phone (303) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT PROPERTY • Owner's Name( , I +[r; Present Address S ThrhurTrat (. Phone) 9 - last) System LocationSrr�lJ. CD 12_1(1�ll)),.,3 Legal Descri tion of Assessor's Parcel No. r (�- l )53 - �S �.ro P C /t^ 4 eetel4 Chinn ece n gi.n a 4es - -2 Yp Aeces v 8 <..l> - sit y reecs Assessor's Parcel No, This does not constitute a building or use permit. SYSTEM DESIGN b _ ,/ v1�/S O a Septic Tank Capacity (gallon) Other / 4 - /l 02/ hi el Percolation Rate (minutes(mch) Number of Bedrooms (or other) Required Absorption Area - See Attached Special Setback Requuements• Date //— w Inspector // FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System Installer �J —dA i -./1'\.`•i I✓v� , Septic Tank Capacity I S t ~ V Septic Tank Manufacturer or Trade Name Septic Tank Access within 8" of surface Absorption Area 144 1,2 � nl Absorption Area Type and/or Manufacture;orTY9de•Name . / i. 411 j Adequate compliance with County 4nd�8tale.H9Ations/requirements_ 'Other` ! I 1 C f .i' -= �%� fir} 4i-., 1 • 1 /1 1,111 Date p 1 ' r J v �J / Inspector %I�(-•(9 L•g k -el -A-- - rt *CONDITIONS: RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE 1. All installation must comptgyith all iegniremesd- Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25, Article 10C:I3.S 1971Revised 1p84.T ' 2. This permit isaalid only far coinection to structures which have fully complied with County zoning and building requirements. Con- nection ft) or tlse with karty.dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a requirement of therpermit and cause for both legal action and revocation of the permit. 3 Any person who constructs, alters, o installs an individual sewage disposal system in a manner which involves a knowing and material variation from the terms or specdicdtidn4 contained in the application of permit commits a Class I, Petty Offense (5500.00 fine — 6 months in tail or both). -e - White - APPLICANT Yellow - DEPARTMENT COUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECTI N NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at 37053 //'o (o Permit No. 9(113 I have this day inspected this structure and these premises and found the following corrections needed: inkAet-1A 4 7 a&r/ ae -. . (w 4 -n-a-d D. .�.-. 6e4TrI.1-ef p &a:Ye ‘ttote-JrniXj1.0-en ALA - You are hereby notified that the above correction must be inspected before covering. When cnorrection(s have been made, call for inspection at 970-384-5003. Ql Date .- 6i- o Building Inspector Phone (970) 945-8212 )04 2/ rTil/ 7 • No 4c=1 1 5 0261 1ICCelqc Assessor's Parcel No I'14-f)54-b3-L?PR / t. i(M L-4 fnorL Date In - 4 - 2 /BUILDINGTt(PERMIT CARD Job Address3105.3 *NIX (0 Ia4$) _) � �� r � PE �J 0T_� 3_ Owne771e -Ne--4 ,� �UA_ddressS'Y"t lrfVPY?. i,`& Phone #�19- ���9 Contractor �Vt�ll� . BIW - Address 1 Phone #(CAR-sIScl5 Set cks: Front �,��ear���,� RH LH Zoning es-nC `L% ( "(-"INSPECTIONS Soils Test Footing //-/f-03t Foundation // 5{5 C -g Grout Underground Plumbing Rough Plumbing Framing oZ'//-01/ Insulation 2,1%-o ter& Roofing Drywall 2 Gas Piping NOTES Weatherproofing Mechanical `` ,, Electrical Rough (State) .Z"<0-0 i Ci"D Electr'cal Fi (State) 3 -4t -DY r40 Fin hecklist Completed? ✓ Certificate Occupancy # Date Septic System # Byttg Date 0474103 Final /2,-/9-03.Qm- Other (continue on back) INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT r G RFIELD COUNTY, COLORADO Date Issue l .. ZZoned Area Permit No.SCII.�.5 / 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 apove 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 pt�l IMMEDIATELY BECOME NULL A D VOID. Use Address or 1, egal ription Owue/y Setbacks Frnnt Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing //-/g-D 3 4 Foundation //_2.5.v3 sd Underground Plumbing Insulation .-Ifro'f Pt/VC- n,URough Rough Plumbing ,t -//..p r% ,Q Drywall el --26 -V q Chimney &Vent3-g-Oc( j v_. Electric Final (by State Inspectorl3-`(-uyco Gas Piping 44 Final 3-tOgiTheit-- Electric Rough (By State Inspector);../ � K Septic Final ) 2. —11 - 0 3'Gn" -- Framing g, um, km__ (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 Phone 3845003 109 8th Street County Courthouse Glenwood Springs, Colorado. APP OVEDDO NOT DESTROY THIS CARD IF PLACED OUTSID . - OVER WITH CLEAR PLASTIC