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Home My WebLink AboutApplication- PermitJob Address Nature of Work Building Permit a k a,q - �j N-( - b�p� Use of Building eir f � � 'F ` c�%•pnats Owner_SC�JIP*�Y►�, h! 1 1`tlnJ-amu Contractor 'D Q Arnount of Permit $ 19 ac), Date C ` 1 " d� Garfield County Building, Sanitation, & Planning Department 108 8th Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 NO. SCI $a, ilbc3.0 c2o1L_) C) Clerk Permit No: GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8111 Street, Suite 201, Glenwood Springs, CO 81601 Phone: 970-945-8212 / Fax: 970-384-3470 / Inspection Line: 970-384-5003 SqWa Parcel/Schedule No: - I3 9- 159 - co - Lf / AGREEMENT t CQJA? 4' PERMISSION IS HEREBY GRANTED TO THE APPUCANC AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER T ON UCT THE 5: RUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. 0 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 11 SHALL BECOME NULL AND VOID. THE ISSUANCE OFA PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF TBS 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 GARFIEID 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 IN SUPPORT OF THE OWNERS INTEREST. Garfom.003 1 HEREBY ACKNOWLEDGE THAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): Job Address: ? c Z l y 7) I f/ Co D // 0 1 Lot No: c Block No: Subd.1 Exemption: ".-24. CY Cll'Y^,– 2 O r: 7 / / / t./7rd •bin 7ws!/ond- Address z �/ yeti /4// 41/ Ph: G2f–ed'' Wk Ph: �f 7GC321 3 Contractor: p / 7 ar/wk(, I /7))/ Address: J , /4 1//;NS -4 Ph: .ic,F- ii/2 Lic. No. /9/B /rig 4 Architect/Engineer: Address: Ph: L 5 Sq. Ft. of Building: Sq. Ft. of Lot:Height: 3; JIc' ,rr No. of ors: 6 Use of Building: c5k,/ 6 we ez)-. ,j p 'Fora 7 Describe Work: i f a.,LG41J`/Priv t O `i 8 Class of Work: 12--- New o Alteration ❑ Remove ❑ Addition o Move 9 10 Garage: o Single t -- Double Carport: ❑ Single o Double t- Driveway Permit c On -Site Sewage Disposal r Site Plan (Septic) 11 Valuation of Work: $Led Valuations: $ ? 131 , UD 7 / 1ST/L' % " AgeffplearigvAmts., dRss .x_ ttti $e &ADAC IDiacL it 2i PA.4the.,� ' y - S`. To _ "_t'n G.P 14o, 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 ONED MMENC A CONSTPERIOD OF 180 DAY WORKANYAFFER OR WORK IS PERIOD OF lBO DAYS AT ANY TIME AFTER WORK IS COMMENCED. 1 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 LOE$$LW REGULATING C STRUCTION OR THE PERFORMANCE OR CONST /Sag 1 1pu �,Ardri 3%3 Ian Check Fee: 559. 41 Permit Fee: g (to 75 Total Fee: �•li / '1 zo Daft edd Permit 'I � Issued: rN4 L !J1 - 21-1 1-/� /570' OCC Group: 12-3 J-' Const. Type: -/� ) Zoning: Setbacks: Manu. Home: Rwl1 Fee: p• �15'0 44.16 / ER / •t. U iiia iib. 4 i • off/, 1 ern : BL PG II tall P ... APPROVAL/DATE Y/I AP RQV DEPT. L1 Lf / AGREEMENT t CQJA? 4' PERMISSION IS HEREBY GRANTED TO THE APPUCANC AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER T ON UCT THE 5: RUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. 0 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 11 SHALL BECOME NULL AND VOID. THE ISSUANCE OFA PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF TBS 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 GARFIEID 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 IN SUPPORT OF THE OWNERS INTEREST. Garfom.003 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 occupant use and the issuance of a Certi 1i/i c % ancy for the dwelling under building permit# j5' re9, gnature BpcontO82002 /lD/c3 Date VALUATION/FEE DETERMINATION Applicant _A>,—Wyk Address 9 (obL' Owl i 3 Date IL. L2 -O3 Finished (Livable Area): Main 99 Upper Lower Other Total Square Feet Valuation Basement: Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Crawl Space: Valuation 13 v $ Valuation Decks/Patios: Covered Valuation Open Valuation Total Valuation Subdivision LotBlock Contractor j; oitaa h C6,1&{ Ile 0341 115 Z 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, anchorbolts, 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 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 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 1 2 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 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 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 ofpositive connection of all columns and beims? 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 1/ 3 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building 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 Building Code?' Yes No 16. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes / No 17. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify 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 p}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 andlor covenants? / Yes V 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 commyttee deny or reject your building plans? Yes ✓ No 21. Will this be the only residential structure on the parcel? Yes V No If no -Explain: 22. Have two (2) complete sets of construction drawings been submitted with the application? Yes 23. Do you understand that the minimum dimensions a home can be on a lot is 20ft.wide and 20ft. long? Yes No 4 24. Have you designed or had this plan designed while considering building and other construction code requirements? Yes ✓ No 25. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes / No 26. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes LZ No 27. Do you understand that approval for design and/or construction changes are required prior 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. Inspections are to be called in to 384-5003. Yes INo 30. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $47.00 re-inpsection fee? Yes , / No 31. Are you aware that you are required to call for a]1 inspections required under the Uniform Building Code including approval on a final inspection arior to receiving a Certificate of 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 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 Departmeu. stating one is not necessary? You can contact the Road & Bridge (t Department a .25-8601 l 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 of applicable inspection. Yes (7 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 ap lication? Your attention in this is appreciated. Yes No 36. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes (/ No (please check with the building department about this requirement) best �l wledge that ' ave read, understand and answered these questions to the Signature of Phone: er (25 -?co (days); X25 r 3035 (evenings) Project Name: So�rr�r� 2�ulr to L I Ot9 5 < 7606 g/ #/3 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 pennit. 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. Project Address: bpminreq 11/2003 6 12/01/2003 02:55 6259627 ROAD AND BRIDGE PAGE 02 Garfield County 1 Garfield County Road and Bridge Department December 1, 2003 7606 Highway 13 Rifle, CO 81650 RE:Seastrom Ras CC: Garfield County Building and Planning Department Dear Mr. Atha, The property you own is not on a County road, beyond the county road; therefore, you do not need a driveway permit from Garfield County. If you have any questions or problems, please fed free to contact mc. Sincerely, Kraig Kuberry Dutrict Forman Crisfield County Road and Bridge Department 0567 County Road 352 F.O. Box 426 Rifle. CO 01650 Moat 970-6254601 Fax: 9704254627 HEPWORTH-PAWLAK GEOTECHNICAL October 23, 2003 Alaine Seastrom 7606 Highway 13 Rifle, Colorado 81650 Hc�ornrIi-Pa 1.,6 l;cocchnic.d. 6. 5)2C ( unn 1Z,,,k11z4 CiICnunod 51'rinc•. S1b0I f'fh�,nv 970- J47J,7tiso Fay 97 45-8454 LEl .,,n, Job No. 103 648 Subject: Subsoil Study for Foundation Design, Proposed Residence, 7606 Highway 13, 4 Miles North of Rifle, Garfield County, Colorado Dear Ms. Seastrom: As requested, Hepworth-Pawlak Geotechnical, Inc. performed a subsoil study for design of foundations at the subject site. The study was conducted in accordance with our agreement for geotechnical engineering services to you dated October 7, 2003. The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered are presented in this report. Evaluation of geologic hazards such as debris flow at the site is beyond the scope of this study. Proposed Construction: The proposed residence will be a single story wood frame building with an attached garage located southeast of the existing residence as shown on Figure 1. Ground floors will be slab -on -grade. Cut depths are expected to range between about 3 to 5 feet. Foundation loadings are assumed to be relatively light and typical of the proposed type of construction. The existing modular home will be razed following completion of the new residence. 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 property is located about 4 miles north of Rifle along Highway 13 and is currently occupied by a single story modular home as shown on Figure I. A small wood frame garage is located about 100 feet to the south of the proposed building footprint. Minor site grading for the existing development consists of shallow cuts and fills. The proposed building area is located near the top of a small horseshoe -shaped valley. The valley opens to the west and has steeply sloping sides. The ground surface in the building area is a relatively flat alluvial fan and moderately sloping down to the west. There is about 51/2 feet of elevation difference across the building footprint. Small erosional features were observed on the valley sides and we understand that runoff (including debris flow) historically flows through the site during periods of heavy precipitation. Vegetation consists of sparse weeds with scattered brush mainly outside of the proposed building area. Sandstone bedrock outcrops are visible in the valley sides to the east. ? trker 303-841-7119 • Colorado Springs 719-633-5562 • Silverthorne 970-468-1989 -2 - Subsurface Conditions: The subsurface conditions at the site were evaluated by observing 3 exploratory pits at the approximate locations shown on Figure 1. The pits were excavated prior to our arrival to the site on October 15, 2003. The logs of the pits are presented on Figure 2. The subsoils encountered, below up to ' foot of topsoil, consist of medium stiff/medium dense slightly clayey silt and sand with occasional rock fragments up to cobble size. Results of swell -consolidation testing performed on relatively undisturbed samples of slightly clayey silt and sand, presented on Figure 3, indicate low compressibility under existing moisture conditions and light surcharge loading. The samples showed a low collapse potential (settlement under a constant load) when wetted and moderate to high compressibility under increased loading after wetting. No free water was observed in the pits when observed on October 15, 2003 and the soils were slightly moist to moist. Foundation Recommendations: Considering the subsoil conditions encountered in the exploratory pits and the nature of the proposed construction, we recommend spread footings placed on the undisturbed natural soil designed for an allowable soil bearing pressure of 1,000 psf for support of the proposed residence. The soils tend to compress after wetting and there could be some post -construction foundation settlement if the bearing soils get wet. The amount of settlement would be related to the depth of fine grained soil and the extent of wetting and could be 1 to 2 inches or more. Footings should be a minimum width of 20 inches for continuous walls and 2 feet for columns. Loose and disturbed soils encountered at the foundation bearing level within the excavation should be removed and the footing bearing level extended down to the undisturbed natural soils. Exterior footings should be provided with adequate cover above their bearing elevations for frost protection. Placement of footings at least 36 inches below the exterior grade is typically used in this area. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 12 feet. Foundation walls acting as retaining structures should be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at least 55 pcf for the on-site soil as backfill. Floor Slabs: The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab -on -grade construction. The soils tend to settle when wetted. To reduce the effects of some differential movement, interior 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 sandy gravel (such as road base) should be placed beneath floor slabs for 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. 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. Job #103 648 -3 - Surface Drainage: A civil engineer should evaluate the runoff through the site which may include debris flow. In addition, 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 12 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. A swale may be needed uphill to direct surface runoff around the residence. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. 5) Landscaping which requires regular heavy irrigation should be located at least 10 feet from the building. Consideration should be given to the use of xeriscape to limit potential wetting of soils below the foundation caused by irrigation. 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 observed 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 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. lob #103 648 -4 - If you have any questions or if we may be of further assistance, please let us know. Respectfully Submitted, HEPWORTH - PAWLAK GEOTECHNICAL, INC. _`mom e Rae Trevor L. Knell Reviewed by: Daniel E. Hardin, P. r244443 IN. 457/ e3 : E 'ss ON�I ENS'\ attachments Figure 1 - Lot @YP Exploratory Pits Figure 2 - Logs of Exploratory Pits Figure 3 - Swell -Consolidation Test Results Table 1 - Summary of Laboratory Test Results TLK/ksw cc: Westar, Inc. - Attn: Steve Kesler Job #103 648 PIT 3 Z ) TO HIGHWAY 13 \ EXISTING \ GRAVEL \ DRIVEWAY \�� NOT TO SCALE 1 r t 1 EXISTING SINGLE 1 1 i STORY MODULAR I 1 1 HOME I 65, J 1 I PIT 1 NOTE: FIGURE PREPARED FROM SKETCH IN THE FIELD. 103 648 HEPWORTH—PAWLAK GEOTECHNICAL, INC. LOCATION OF EXPLORATORY PITS Figure 1 0. u 0 - 0 - 5 PIT 1 9 wC=6.0 D0=105 —200=55 PIT 2 PIT 3 10 LEGEND: TOPSOIL; sand and silt, slightly organic, loose, brown. NOTES: WC=4.0 DD=106 —200=48 0 5 10 SILT AND SAND (ML—SM); sightly clayey, with occasional rock fragments up to cobble size, medium stiff/medium dense, slightly moist to moist, brown, slightly porous, trace calcareous, debris fan. 2" Diameter hand driven liner sample. 1. Exploratory pits were excavated prior to our arrival to the site on October 15, 2003. 2. Locations of exploratory pits were determined by the client and located as shown on Figure 1. 3. Elevations of exploratory pits were not measured and logs of exploratory pits are drawn to depth. 4. The exploratory pit locations and elevations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory pit logs represent the approximate boundaries between material types and tronsitions may be gradual. 6. No free water was encountered in the pits at the time of excavating. Fluctuations in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content ( % ) DD = Dry Density ( pcf ) —200 = Percent passing No. 200 sieve 103 648 HEPWORTH—PAWLAK GEOTECHNICAL, INC. LOGS OF EXPLORATORY PITS Figure 2 Compression % 0 1 2 3 4 5 6 0 1 2 3 N N L 5 6 7 0.1 .0 0 APPLIED PRESSURE — ksf 100 Moisture Content = 4.0 percent Dry Density = 106 pcf Sample of: Slightly Clayey Silt and Sand From: Pit 3 at 3 Feet Compression upon wetting 0.1 .0 0 APPLIED PRESSURE — ksf 100 103 648 HEPWORTH—PAWLAK GEOTECHNICAL, INC. SWELL—CONSOLIDATION TEST RESULTS Figure 3 Moisture Content = 6.0 percent Dry Density = 105 pcf Sample of: Slightly Clayey Silt and Sand From: Pit 1 at 5 Feet Compression upon wetting 0.1 .0 0 APPLIED PRESSURE — ksf 100 Moisture Content = 4.0 percent Dry Density = 106 pcf Sample of: Slightly Clayey Silt and Sand From: Pit 3 at 3 Feet Compression upon wetting 0.1 .0 0 APPLIED PRESSURE — ksf 100 103 648 HEPWORTH—PAWLAK GEOTECHNICAL, INC. SWELL—CONSOLIDATION TEST RESULTS Figure 3 3 0 0 z m 0 U 1- J Q D _U w Z � • cn U w W I— F } Occ w o O w H m ¢ < <0 J H CO a - J Q LL a o - CC � a O 2 a u=, w 2 SOIL OR BEDROCK TYPE slightly clayey silt and sand slightly clayey silt and sand UNCONFINED COMPRESSIVE STRENGTH IPSFI Al TERBERG LIMITS I PLASTIC INDEX P. 0 r a E a a PERCENT PASSING NO 200 SIEVE 55 48 z0 0 a 0 4 a u 0 2 - 4= w a .\ a NATURAL DRY DENSITY IPcfI 105 106 NATURAL MOISTURE CONTENT O O SAMPLE LOCATION DEPTH Ileal) 5 3 FL PLAN REVIEW CHECKLIST Applicant cal2cv4 Date Building Engineered Foundation Driveway Permit 14 Planning/Zonin Property LSetbacks 30ft Stre.0 Setbacks Xurveyed Site Plan Flood P1 'n ✓Septic Permit and Setbacks Build':g Height ,/ trrade/Topography 30% Zo g Sign -off _- t acach Residential Plan Review List R. d Impact Fees —Kuumum Application Questionnaire OA/DRC Approval JLS4Subdivision Plat Notes Grade/Topography 40% WA. Fire Department Review Planning Issues ✓ Valaation Determination/Fees Subdivision Plat Notes Red Line Plans/Stamps/Sticker ttach Conditions Kew ql C FA -Pr s4 =uA. /Dw /4 Application Signed Plan Reviewer To Sign Application P USchedule No. , J 440# Snowload Letter- Manf. Hms. GENERAL NOTES: Date Rec. 6--04i PERMIT # 5 1 3 2 8 1 Contractor/ Horne Owner : 7U'4-.7 _S - L Address; 7cev 13 TYPE OF INSPECTION: Partial Rough in Underground Final 4 ACTION: Accepted Rejected Remarks REINSPECTION FEE Comments or Corrections: Inspectors Name 14 A Phone # a 5— _Cc) 'v Dated 27'.- D ?' FORMS: EBINS7 NOTICE. DOC COUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at 1(OGG i'5 Permit No. 1 have this day inspected this structure and these premises and found the following corrections needed: trn lute_ e. C ,e -e--1/44._ 0 S Cal 014 46-‘' 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 Building Inspector Phone (970) 945-8212 20 t 0 ✓ at0 O U N of ▪ 0. N O • N 3 oD c to • er O- O 1- 0) 0 0 � L o d 0 N N L a0 0 0 0 0 N O) c 0. CO 0 I- • N 3 a0 _0 5 rn O 0 C 0 � L 0 N w 0) N L o 0 0 Job located at Permit No. 0 d N m c w c .5 co c c (a0 '215 w 2 ✓ 0 L i Y W 0)ca +L" 0 w w • sz 01 c 0 'c c Aw :E W GI > 0 L E 0. v M 0 a w .0 4- E c 0 d 0 0 C .L. C 9 0 C C O O • fj1 CO w 1- 0 ISA O) H C — • 0 ' 0 v,2 • d Q W ya c c 0 . 0• 'O CO ✓ CO 0 43iv z m H a o n EL 0) 20 d 0. coc C .— as m E c 0 0 2 0 V th a c 0 O C a u m a,2 MW 47 9 c O c M L • y r e been made, call for inspection at 970-384-5003. a7 >° Building Inspector Phone (970) 945-8212 Phone (970) 945-8212 7G06 fect,,hot Res -Sd kkk l-3 -�I r »» DOWN VALLEY SEPTIC & DRAIN, INC. P.O. Box 1929 Rifle, CO 81650 625-5556 OR 1-866-311-5556 Scott Moyer, Owner Customer's Order No Name v'-Acr, Address Phone/ -9 -- it/227 ef% 5 It2 '14 7A//r, Date / /OLD BY CASH C 0 D CHARGE ON ACCT MDSE RETD PAID Oil l Ouanbry DESCRIPTION PRICE AMOUNT / ✓J �A / L-17._ o ?5'XPr/ -t<7 x TAX PP -VW n TOTAL/J�— -7*---) , ALL claims and returned syr Reed by 4883 Ll C L M T be accompanied by this bill PPINrLu A RECEIVED JAM 1 5 2004 UID coo & DINGP(_q NNNC Jul 07 04 10:1Oa • cJ�^ lJ .r, fo.qseeIL Bookkeeping To Go, Inc. 970-625-1809 p. 1 Qt\sC .Srto- 4SS UcS1 @ k writ) tk; 1 ack kinackb c., \95 AQ. W144 k (KW 4 Si:n(L8 q Dace cavity 1, ukryt),„(y, owe cAtto 64n,v 04;Q_ )nowzu cv CC ,\\Qriw 1 _ Ct tt,ra&i l.' cnPAN £i\ 1400/ RECEIVED JUL 0 7 2004 GARFIELD COUNTY BUILDING & PLANNING (1.6ikt? at - ��a�utuct •No , (t� Job Address -A Owne Contractofv�xxm uT v a�rti 1 _ Setbacks: r nt Rear RH Assessor's Parcel Noak73R- \ -h(q- rick) Date k — 7 - G`E BUILDING PERMIT CARD 1 • u B.1 OA l s. I Address Address S/T r« ' SPECTIONS U Weatherproofing Mechanical Electrical Rough (State) SMZS/ Y L -094C40 Fina Za-O Checklist Completed? Certificate Occupancy # Date Septic System # - LS I Y\4 I .S� Date Final 4 Soils Test Footing 1 -23.0 Foundation 1-a.�-�(' P'M Grout Underground Plumbing - 0-04 �_ Rough Plu bing ( L3: 3 Framing 29Tp d Insulation Roofing ((��n� Drywall !ev Gas Piping '�i70Yri NOTES LH hone #/�J'.7I hone #3�- T1 - Zoning Electrjcal Firygf (State) 4-2 -D ,t1C Other FINAL CHECKLIST • (continue on back) EXTERIOR MECHANICAL ROOM STAIRWAYS r Mdreas No Boller . (f s.�t I /1 Headroom (6 6) Drainage Hot water 0 (L(D Ill `Q.4.,v - Railing & guardrails ' Decks -support & clearance to wood FA. gas/oil Widal Decks -stair & rails Floor drain Rise & run Exterior locks Clearance KITCHEN Flashing around doors & windows Au con. system Clearance above grill Insect screens Hot water heater 1f to Oka Exhaust fan Combustion air Broiler exhaust (1 hr. chase) INTERIOR Gas piping valves BEDROOMS GARAGE LPG Drain Egress Fire wall separation FIREPLACE/STOVE Smoke detector Service door -131" min. Clearance to combustibles BATHROOMS Door (20 min.) w/auto closer -131" min. Termination o1 cNmney Exhaust fan Mech. equip. 1&" above floor Combustion air Shatterproof glass No opening Into sleeping area Hearth (12" or 20" on sides) OTHER BASEMENT -CRAWL AREA Glass door Access Certified by Insulation Headroom/Stairs Ventilation REMARKS . 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.t .3.[[��...Zoned Area Permit No.2 a AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector and IMMEDIATELY BECOME NULL AND VOID. Use S/ I ti. / I , �i Address r Legal Des 'pone Owner Setbacks Front Side SHIP Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing /...- l-09/�'�- Foundation /-a6-o' Q1g, Underground Plumbing Di _MQ .0 I i!/ figs� .. Insulation S D c�/ Rough Plumbing *.z3_cV,e ," Drywall � 7-0 t.„) Chimney & Vent 7- .. g -cW Qyiu Electric Final (by State Inspector) 6h7 V yKi< Gas Piping .I.„ 3 3_p4C f).bc_ Final 6. yg-oy OWL." r Electric Rough (By State Inspector)y_b oP ° Septic Final a :'1-o9.e1t- E Framing q-,q-Oq pi. (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 384-5003 109 8th Street County Courthouse Glenwood Springs, Colorado. APPROVEDDO DESTROY THIS CARD Date I -7—A l -By T/. �3' IF PLACED OUTSIDE - C VER TH CLEAR PLASTIC