The URL can be used to link to this page

Home My WebLink AboutApplication- PermitJob Address Garfield County Building, Sanitation, & Planning Department 108 8"' Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 NO. 8868 o 5t I Cf,c. Sc,et Co 8 /65� Nature of Work Building Permit Use of Building �E. rt dYt vte wr�.Gec� W, ' 0u ^^^Qac "1 Q42CV-Wc ,T!i+. •. Owner 1tir� n (,J�LLQ Contractor 6"'r • . Amount of Permit $ C2935 Vs Date 1%1 a-&3 Clerk 6 - Permit No: GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8° Street, Suite 201, Glenwood Springs, CO 81601 Phone: 970-945-8212 / Fax: 970-384-34701 Inspection Line: 970.384.5003 oil --?-93/01904,7 5 SKGK PareellSchedule No:� AGREEMENT PERMISSION IS HEREBY GRANTED TO THE AAS 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 3038.201 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 771E CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND 114 SUPPORT OF THE OWNERS INTEREST. Garlom.W3 1 HEREBY ACKNOWLEDGE THAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): Job Address: 0 56` c 6 � (p / l (Asper?) $ ff 3/6 Ca- 1 Lot No: 1Block No: Subd. / Exemption:�� +��p 2 r,��.., ' Sly," t Lg �I id4 a �UJy k es ��-4�s-'P'Ti3� 9js-%3)-�l9!(a Wk Ph: 3 Contractor: " � /I C0/0a'N/4 &a.d . WCpL Address: n- j di. r . -Bot 194,5 Ica -1-7-• Ph: _(nay -33740 Bernie Lic. No. 4 ArehitectiEngiuee : Golo✓N.t (.c ' Address: Ph: Lic. No. 5 .4 Sq. Ft. of Building:.j,4u4C 7-7-.7/ eaAIP e Cal u al Sq. Ft. of Lot:_Height: /0 t! • 1 w l i0 No. of Floors: / 6 Use of Building: SJ41b 04)et. ms. _ 1 5 /_ �1 Cx% 7 Describe Work:S"Atet 4r-241:441 d C w _g r _/ q Cid Ive 8 Class of Work: X N " o Alteratif nOt{'jLR.(.Aoe( 14 y o Addition o Move (J ❑ S li 9 10 Garage: o Single o Double Carport: o Sin e o Double % Driveway Permit it OB -Site Sewage Disposal A Site Plan 0 / 5l Aa (Septic) 11 Valuation of Work: S ?75j �. 673Adjusted Valuations: 7.1\70 12 Special Conditions: NOTICE A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR, IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. CERTIFY THAT I HAVE READ AND EXAMINED D THISALL I APPLICATION 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 LIVE AUTHORITY TO VIOLATE OR C EL HE PROVISIONS OF ANY OTHER STATE OR LOC... LAW REG TD CONSTRUCTION OR THE PERFO - CE OF. : CTIO, �� = St. 0 Plan Check Fee: 1 01 - 0 Permit Fee: 11 8 t, iA-- Total Fee: Dated Permit Issued: 29 35. 45- COnp;,� Bt. Type: c�G `/'lt /tv/ Zoning: Setbacks: Manu. Home: ISDS No. & Fee: /s6 •Cti 1`'3wZ i /% D•: lr 9- -0 tit, 1,,__ till le 1 P P 'APPROVAL/DATE APP:dV .'E /DATE AGREEMENT PERMISSION IS HEREBY GRANTED TO THE AAS 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 3038.201 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 771E CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND 114 SUPPORT OF THE OWNERS INTEREST. Garlom.W3 1 HEREBY ACKNOWLEDGE THAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non- absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. A complete bathroom, with washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all 1997 UBC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made. 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. I understand and agree to abide by the above conditions for occupancy„use and the issuance of a ate o Occupancy for the dwelling under building permit# 76 42g/63 SignaDate BpcontO82002 VALUATION/FEE DETERMINATION Applicant £1I 4 Subdivision Address C6I GZ otbb S% i1 Lot/Block Date 0'2) Contractor co/ban& cons+. mPp Finished (Livable Area): Main 2124 t Upper Lower Other Total Square Feet Valuation Basement: Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Crawl Space: 1101 8 32 Valuation Gqi )< )g /21492. Valuation 212E y 1 19 /52. Decks/Patios: Covered Valuation Open Valuation 872 > 2' Total Valuation St11 454 30 1350 IS ----- 20,9'2 z231'7041 GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS for SINGLE FAMILY DWELLING CONSTRUCTION including NEW CONSTRUCTION ADDITIONS ALTERATIONS and MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. Adequate and complete information will prevent delays in the plan review process. Reviewing a plan and the discovery that required information has not been provided by the applicant may result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor may be required to provide this information before the plan review may proceed. This causes delays because other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. If you do not, it may be helpful to obtain a book titled "Dwelling Construction under the Uniform Building Code". This book is available to you through this department at our cost. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Applicants are required to indicate appropriately and to submit the completed checklist at time of application for a permit. 1 Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line. A section showing in detail, from the bottom of the footing to the top of the roof, including re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house - rap, (which is required), siding or any approved building material. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, an 80 M.P.H. windshear, wind exposure 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 returned. All plans submitted must be incompliance with the 1997 UBC, UMC and 1997 UPC. 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each comer of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. NOTE: 106.3.1 (7.) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyors signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat, shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the envelope./ Yes 1/ 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 setbacksd pply. 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 pro erties), streams or water courses? Yes 2 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes 1 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 indi ate the location and size of ventilation openings for under floor crawl spaces and the earances required between wood and earth? Yes 7. Do the plans indi ate the size and location of ventilation openings for the attic, roof joist spaces's and s ts? 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 winddoads? Yes 9. Does the plan iryelude a building section drawing indicating foundation, wall, floor, and roof constructio Yes 10. Does the buildin section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof raftefs or joists or trusses? Yes 11. Does the building section drawing or other detail include the method of positive connection of all columns atefl 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 (undis rbed) grade contours? Yes 13. Does the plan include any stove or zero cle ance fireplace planned for installation including make and model and Colorado Phase certifications or phase II EPA certification? Yes No 3 14. Does the plan include a masonry fireplace�including a fireplace section indicating design to comply with the Uniform Building S�iue Chapter 37? Yes No 15. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping r oms and/or basements comply with the requirements of the Uniform Building Co . Yes No 16. Does the plan include a window schedule or other verification that windows provide natural light and venti on 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.liding glass doors; fixed glass panels; shower doors and tub enclosures and specify sa 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 an? 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, you understand that the plan check fee will not be refunded should the architectural c mmittee deny or reject your building plans? Yes No 21. Will this be thnly residential structure on the parcel? Yes No If no -Explain: 22. Have two (2) cyftplete sets of construction drawings been submitted with the application? Yes 23. Do you understand at the minimum dimensions a home can be on a lot is 20ft.wide and 20ft.long? Yes No 4 24. Have you des. ed or had this plan designed while considering building and other constructio ode requirements? Yes No 25. Do your plans co ply with all zoning rules and regulations in the County related to your properties zon istrict? Yes No 26. Does the plan accurately indicate what you intend to construct and what will receive a final inspection b e Garfield County Building Department? Yes No 27. Do you understand that approval for design and/or construction changes are required prior to the applicati of these changes? Yes I 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 perms Yes I No 29. Are you aware that twenty-four (24) hour notice is required for all inspections? Inspections will be made from Battlement Mesa to West Glenwood in the mornings and from Glenwood Springs to Carbondale in the afternoons. All inspections must be called in by 3:30 p.m. the day before. Failure to give twenty-four (24) hour notice for inspections will delay your inspection one (1) day. Inspections are to be called in to 384-5003. / Yes (/ No 30. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $47. re-inpsection fee? Yes 1/ No 31. Are you aware that you are required to call for all inspections required under the Uniform Building Code incl ding approval on a final inspection prior to receiving a Certificate of Occupancy andpEcupancy of the building? Yes 1/ No 32. Are you aware that the Permit Application must be signed by the Owner or a written authority be given or an Agent and that the party responsible for the project must comply with the Unifo uilding Code? Yes No 5 33. Are you aware that prior to submittal issuance 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 Dent 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 required at time pplicable 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 umber for the lot you are applying for this permit on prior to submittal of a building pe it 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 abili Sign re of Owner CELL Phone: '435 b 32 14 Ms, (days); q70 ?is 61-93 (evenings) -..JDn Project Name: v P' L»t1E LEST /CES. Project Address: S6 / Co Po/ 266 08/25/3 Date 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. bpminreq 04/2003 6 Garfield County Road and Bridge Department September 16, 2003 John and Laurie Lesh 561 CR 226 Silt, CO 81652 Claaarraektempiork 0.t f Dear Mr. and Mrs. Lesh, The driveway that is currently in place meets the specifications for Garfield County; therefore, you do not need a driveway permit. If you have any questions or problems, please feel free to contact me. Sincerely, Kraig Kuberry Foreman Garfield County Road and Bridge Department P.O. Box 426 Rifle, CO 81650 Phone: 970-625-8601 Fax: 970-625-8627 Applicant / PLAN REVIEW CHECKLIST (n 14 Date 9— 7.0,� Building ,Engineered Foundation Driveway Permit Surveyed Site Plan> 5O' ✓Septic Permit and Setbacks Grade/Topography 30% Attach Residential Plan Review List L/Minimum Application Questionnaire U •A Subdivision Plat Notes ,_Fire Department Review �Valu�non Determination/Fees Red Line Plans/Stamps/Sticker iL,Attach Conditions pppplication Signed LK:: eviewer To Sign Application Parcel/Schedule No. t (140# Snowload Letter- Mani. Hms. GENERAL NOTES: Planning/Zoning Property Line Setbacks 30ft Stream Setbacks Flood Plain Buildng Height Zo ng Sign -off oad Impact Fees HOA/DRC Approval Grade/Topography 40% Planning Issues Subdivision Plat Notes £ MI £ • Ln TS CD 0) C v 5 Cu CD w Cu (D F� • (D t Cu (D Cnr F✓ N rt r • w • C Q n o w cn Ur 0 n aaeM13oS V) n O (0 G ow O (D Co F'- M �£ coQN O rt F' -F coo �Q a 1 a Lo co rt n N n rt w o r'O Fi O N Y Q F . O (D rt G rt rc1 (0 F' m w rt (D H. N Q 0 opezoToD moi W rico CD nLT o w C • r z n o hi al G • r LTJ z Cu LQ 00 (n o (D O 11 11 H• rt • 1 N Js O N CO N 'D r N 0) CPQ VD IJ(D 000w Ha 0 0 L • • O £ (D M v X H• H- tr r - o o rt Fe w n n o- ID C M G (D F-1F'w 0 I w tr Cr 1-1 hi Fy N ID F- 0 H- o ao o £ c c La (D hi rt a w P- II rt C N) • y> co O O N a-nrx C C (D Hr LTJ w r - ✓ C 0 > 0 Fi NL7M M 0) O 0 1 F. rt Z O (D II II Oz a 0) LA, co F' (n VD r- 11 O Co N o con F -'C ' co (D ND ro t Co 0(° O o ro (o n C O (D rt • C aC w a in 110 -MG -UGC' ✓ H r r r r ✓ r sP W N F -s rry O (0 m 0 CO r (D CD 0 0 0 0 0 M M M n N N Fi CD CD 11 11 11 11 H n n o rt rt • • • •z H- H- N) 41 .P rn O O O N co x N F'- F F.. II Y n 7 n n 11 7 7 n • 0 (0 r o • r 7 (n CD ()) F N (D U) P N H 1 r O co O 0 o m M co CP -- o,c 10 zooTl) uT z•z= buT1eag uTH r r r cD r r r m v 11 11 11 n VO W rt v, 0 rn H- O 0 0 0 o • 0 Hr?7 rrr0) w II II 11 n .• W rt 01 0 0 H- O 0 0 0 o • 0 1 - 5 1/8 x 12 Glu -Lam LL= 800 plf DL= 200 plf LD I 0 0 / Hr?7 rrr0) w II II 11 n .• W rt 01 0 0 H- O 0 0 0 o • 0 Gertech HEPWORTH - PAWLAK GEOTECHNICAL July 31, 2003 Colonna Construction Attn: Bernie Colonna P.O. Box 1968 Rifle, Colorado 81650 II,1u,v1i-riuIitU�.i��hni,, In. r!'C l'. mph R„,1.1 I'4 sloCI ')7C -"4z 7.nn F... ')TC La};>4;4 annl c.oin Job No. 103 487 Subject: Subsoil Study for Foundation Design, Proposed Residence, 561 County Road 266, Garfield County, Colorado. Dear Mr. Colonna: As requested, Hepworth-Pawlak Geotechnical, Inc. performed a subsoil study for design of foundations at the subject site. The study was conducted in accordance with our agreement for geotechnical engineering services to Colonna Construction dated July 28, 2003. The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered are presented in this report. Proposed Construction: The proposed residence will be a single story wood frame structure with an attached garage located on the site as shown on Figure. 1. A shed is proposed to the north of the residence. Ground floor will be structural over a crawlspace for the residence and slab -on -grade in the garage. Cut depths are expected to range between about 3 to 4 feet. Foundation loadings for this type of construction are assumed to be relatively light and typical of the proposed type of construction. If building conditions or foundation loadings are significantly different from those described above, we should be notified to re-evaluate the recommendations presented in this report. Site Conditions: The site was vacant at the time of our field exploration. The property is a previously irrigated field. The ground surface in the building area is relatively flat with a gentle slope down to the south. The southern end of the property slopes moderately down to the south. Existing irrigation ditches are located along the eastern property line and to the west of the proposed residence. Vegetation consists of grass and scattered weeds. Some brush is located in the southern end of the property. Subsurface Conditions: The subsurface conditions at the site were evaluated by excavating two exploratory pits at the approximate locations shown on Figure 1. The logs of the pits are presented on Figure 2. The subsoils encountered, below about 1 foot of topsoil consist of 21/2 to 3 feet of medium stiff to stiff, sandy silt and clay Parker 303-841-7119 • Colorado Springs 719-633-5562 • Siherthorne 970-468-1989 -2 - overlying medium dense, gravel, cobbles and boulders in a calcareous silty sand matrix. Results of swell -consolidation testing performed on a relatively undisturbed sample of the upper clay, presented on Figure 3, indicate low to moderate compressibility under conditions of loading and wetting. Results of a gradation analysis performed on a sample of the gravels (minus 6 inch fraction) obtained from the site are presented on Figure 4. No free water was observed in the pits at the time of excavation and the soils were slightly moist to moist. Foundation Recommendations: Considering the subsoil conditions encountered in the exploratory pits and the nature of the proposed construction, we recommend spread footings placed on the undisturbed natural soil designed for an allowable soil bearing pressure of 2,000 psf for support of the proposed residence. The silt and clay soils tend to be compressive when loaded after wetting and there could be some post -construction foundation settlement. Placing the footings entirely on the dense gravel subsoils would reduce the settlement risk. Footings should be a minimum width of 16 inches for continuous walls and 2 feet for columns. Loose and disturbed soils encountered at the foundation bearing level within the excavation should be removed and the footing bearing level extended down to the undisturbed natural soils. Voids created by the removal of large rocks should be backfilled with compacted sand and gravel, such as 3 - inch road base, or with concrete. Exterior footings should be provided with adequate cover above their bearing elevations for frost protection. Placement of footings at least 36 inches below the exterior grade is typically used in this area. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 12 feet. Foundation walls acting as retaining structures should be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at least 50 pcf for the on-site soil, excluding vegetation, topsoil or oversized rock, as backfill. Floor Slabs: The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab -on -grade construction. The upper silt and clay soils are typically compressible when wetted. 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 less than 50% passing the No. 4 sieve and less than 12% passing the No. 200 sieve. Job #103 487 -3 - 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. Surface Drainage: The following drainage precautions should be observed during construction and maintained at all times after the residence has been completed: 1) Inundation of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. 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 pavement and walkway areas. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. 5) Irrigation sprinkler heads and landscaping which requires regular heavy irrigation, such as sod, 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 pits excavated at the locations indicated on Figure 1 and to the depths shown on Figure 2, the proposed type of construction, and our experience in the area. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory pits and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report, we should be notified at once so re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during 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 Job 11103 487 Gerytech -4 - presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical engineer. If you have any questions or if we may be of further assistance, please let us know. Respectfully Submitted, HEPWORTH - PAWLAK GEOTECHNICAL, INC. Jordy Z. Adamson, Jr., Reviewed by: // Paweac Steven L. Pawlak, P.E. JZA/djb attachments Figure 1 - Location of Exploratory Pits Figure 2 - Logs of Exploratory Pits Figure 3 - Swell Consolidation Test Results Figure 4 - Gradation Test Results Job #103 487 APPROXIMATE SCALE ' 1"=120' BENCH MARK: GROUND SURFACE AT STAKED BUILDING CORNER; ELEV. = 100.0', ASSUMED. PROPOSED SHED PIT 1 • /^ PROPOSED RESIDENCE ■ PIT 2 PROPERTY BOUNDARY EXISTING IRRIGATION DITCH COUNTY ROAD 266 103 487 HEPWORTH—PAWLAK GEOTECHNICAL, INC. LOCATION OF EXPLORATORY PITS Figure 1 Depth — Feet 0 5 10 LEGEND: PIT 1 ELEV.= 96' PIT 2 ELEV.= 91' WC=15.8 DD=94 q: -200=72 . }•a +4=62 -200-18 0 TOPSOIL; sandy silt and clay, organic, roots, firm, slightly moist, brown. SILT AND CLAY (ML—CL); sandy, medium stiff to stiff, moist, light brown, calcareous. GRAVEL AND COBBLES (GM); in a silty sand matrix, with boulders, medium dense, slightly moist, light brown, subangular fragments of siltstone/sandstone, calcareous. 2" Diameter hand driven liner sample. Disturbed bulk sample. 0 5 10 — Depth — Feet NOTES: 1. Exploratory pits were excavated on July 29, 2003 with a Kobelco SK60 backhoe. 2. Locations of exploratory pits were measured approximately by pacing from features shown on the site plan provided. 3. Elevations of exploratory pits were measured by instrument level and refer to the Bench Mark shown on Figure 1. Logs are drawn to depth. 4. The exploratory pit locations and elevations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory pit logs represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was encountered in the pits at the time of excavating. Fluctuations in water level moy occur with time. 7. Laboratory Testing Results: WC = Water Content ( % ) 00 = Dry Density ( pcf ) +4 = Percent retained on No. 4 sieve —200 = Percent passing No. 200 sieve 103 487 HEPWORTH—PAWLAK GEOTECHNICAL, INC. LOGS OF EXPLORATORY PITS Figure 2 Compression A W N 0 Moisture Content = 15.8 percent Dry Density = 94 pcf —200 = 72 percent Sample of: Sandy Silty Clay From: Pit 1 at 3 Feet • • No movement upon wetting • 0.1 .0 0 100 APPLIED PRESSURE — ksf 103 487 HEPWORTH—PAWLAK GEOTECHNICAL, INC. SWELL CONSOLIDATION TEST RESULTS Figure 3 a 'ER T R TAINE' HWOR0IEIFR N4AU 15 I 4l( AIULls6 79E READINGSf Us STANDARD SEISES 1 CLEAR SQUARE OPI NGS po p0 pe p N 3/6' s/a' 11/x' 3' 6'e' B' 100 24 19L 7 HR 0 45 101. 15 9N. 90911. 19194 4 191E 1 MN. 10 20 30 a0 so so 70 00 90 100 peo o00 NIB Sae --- • aa IS IR _a -- aal ---�- MEM 21= .AS MIMS -i N- ---algal r ---� a ale • MEW— aa :a SAM MEM .1:01 .002 .005 .009 .019 .037 .074 .150 .300 .900 1.18 236 4.75 9.5125 19.0 37.5 762 152 203 127 DIAMETER OF PARTICLES IN MILOMETERS QAY 70 9LT rut 1 1[ID1M 1C06RSE R1a: Ir c0udc COHERE GRAVEL 62 % LIQUID LIMIT SAND 20 % SILT AND CLAY 18 % PLASTICITY INDEX SAMPLE OF: Silty Sandy Gravel with Cobbles FROM: Pit 1 at 6 through 7 Feet 103 487 HEPWORTH—PAWLAK GEOTECHNICAL. INC. GRADATION TEST RESULTS 90 60 70 50 50 40 30 20 10 0 Figure 4 019 Sv - ob 4 7 (03 GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 109 6th Street Suite 303 Glenwood Springs, Colorado 81601 Phone (303) 945.8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT PROPERTY Permit N_ 3850 Assessor's Parcel No. rQ/o1173 i0la0 67 This does not constitute a building or use permit. 1 Owner's Name L SilI b"I'd LatAirf Cresent Address 3/3 —`4n„1 licks E S Pho/ 9g5 —‘ 93 0561 (Rococo s;(4- Cg/ sa System Location Legal Description of Assessor's Parcel No SYSTEM DESIGN /006' ao2 Septic Tank Capacity (gallon) Other Percolation Rate (minutes/inch) Number of Bedrooms (or other) S3 L T L /� ` JS 4-<- r3/6 31 6 Inspector ,Cit/71Lp- Required Absorption Area - See Attached Special Setback Requirements- /a—JS-&3 Date FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System Installer Septic Tank Capacity /0.5 ,0 /ryy Septic Tank Manufacturer or Trade Name CJt3a� Septic Tank Access within -- __8" of surface Absorption Area i d Absorption Area Type and/or Manufacturer or Trade Name Adequate compliance with County and State regulations/requirements Fa Other Date _ilti_g-tn 3 Inspector -ewe arar RETAIN WITH RECEIPT RECORDS AT CONS UCTION SITE *CONDITIONS: 1. All instgllat ion must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25, Artie4e 10 C.R.S. 1973, Revised 1984. 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con- nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a requirement of the permit and cause for both legal action and revocation of the permit. 3. Any person who constructs,alters. or installs an individual sewage disposal system in a manner which involves a knowing and material variation from the terms or specifications contained in the application of permit commits a Class I. Petty Offense (5500.00 fine — 6 months in )ail or both). White - APPLICANT Yellow - DEPARTMENT No F86 (1 Job Addre Owner Cr --l) Contractor 4-564-w seA8 c,. . ssessor's Parcel No a BUILDING PERMIT ARD 51! Ck-a6G a606s-c) `l- bQ - Address3c1 3 G s Vr FtAone # qCi-C- 6913 ID ha dA4I [•Address 10, gag 68 R4-4 G81,? one # (}ern r (., (off -33x14. Setbacks: Front `" Rear ,y PEC NRH / LH Zoning 5/FJ y / 614.0 Lu}'Q w/"""I.I S Ls `� ' I Footing 10-/8-D a M h Date /A 35 /000 6 Soils Tes h � t S- Att Weatherproofing ec anical ,/ Electrical Rough (State)2t i' Electri__call Firyry��I (State) FinaVD7lfrhecklist Completed? Certificate Occupancy # Date Septic System # 3 RS Date 4/1'1 03 Final /:-z -o Foundation /O-Zo- One- Grout 3 'Grout Underground Plumb'ng Rough Plumbing -//-19 Framing/ -o Insulation 4' - cAv Roofing 2z�^, Drywall rp -- �V _p Gas Piping (0 `!/-r EXTERIOR Address No. Drainage Decks -support & clearance to wood Decks -stairs & rails L� Exterior locks Flashing around doors & windows Insect screens INTERIOR GARAGE Fire wall separation Service doors -13/4" min Door (20 min.) wlauto Closer -13/4' min Mech. equip. 16" above floor No opening into sleeping area BASEMENT -CRAWL AREA Access Insulation HeadrooMSta' rs ✓ Verdilation NOTES Other FINAL CHECKLIST MECHANICAL ROOM Boller Hot water Lars /ACi Z (M .rr FA gas/oil Floor drain Gearance ✓ Air con. system Hot water heater Combustion air Gm piping valves LPG Drain FIREPLACE/STOVE Clearance to combustibles Termination oI chimney Combustion air Hearth (12" or 20" on Bides) Glave doors Certified by. s'k REMARKS (continue on back) STAIRWAYS Headroom (6'6") Railing & guardrails Width Rae 6 run KITCHEN Clearance above grill Exhaust fan Broiler exhaust (1 hr. chase) BEDROOMS Egress Smoke detector BATHROOMS Exhaust fan Shatterproof glass OTHER - INSPECTION WILL NOT BE MADE UNLESS . THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued /rijgZoned Area Permit No Shg AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector and IMMEDIATELY BECOE NULL AND VOI usgronCIav _ et(oit ' ait c n t cod.cleck �9d Add 1 or Legal Descliptioo • / ` I � S// �� / ' /�� Own t�ani {`I Coatrartot�.�l DA/�f`LWIIU7 _ Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The StrtetSi Until Final Inspection. &X S-2— INSPECTION Z INSPECTION RECORD Footing , _ — -,7. Foundation /0 2O 0.3 T.---"' ==', /,__, "C" Underground Plumbing Ir ' Insulation k —a _ 0 iln7211111A Rough Plumbing 44-61 Ora Drywall (o -o —0 ittrall Chimney & Vent O!4flf Electric Final (by State Inspector) ,t' Gas Piping , _//...40 AIM Final /0 S-0 ,nt.— Electric Rough (By State Inspector ; Septic Final /0 13 03 Z AT/frizz Framing -1/-00 Notes: (To include Roof in place and Win ows and Doors installed). ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Phone 384-5003 109 8th Street County Courthouse Glenwood Springs, Colorado. APPROVEDDO NOT DESTROY THIS CARD Date (� BALL_tet 1 et IF PLACED OUTSIDE - COVER WITH CLEAR PLASTIC