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HomeMy WebLinkAboutApplication - PermitI Garfield County Building & Planning Department 108 8th Street, Suite #401 Glenwood Springs , Co . 81601 Office:970·945·8212 Fax : 970·384-3470 Inspection Line: 970·384-5003 Building Permit No. _( l~b Parcel No : 2125 -251-09-003 Locality: Three Elk Run Subd., Lot 3 Job Address: 0322 Elk Run, New Castle ------------------------~---------------------- Use of Building: garage/workshop for personal use ------------~~~----~~-------------------- Owner: Craig , Dale Contractor: Wall Rider Construction -Matt Fautsko Fees: Plan Check : $ 126.9 1 Septic: Bldg Permit: $ 195.25 Othe r Fees: Total Fees: $ 322.16 1}~ 13 1 Joo~ c· . "- Clerk : ~ Date: 2 3 4 5 6 7 8 9 10 11 12 GARFIELD COUN TY BUILDING PERMIT APPUCA TION I 08 8'h Street, Suite 401, Glenwood Sprin gs, Co 81601 Ph one: 970-9 45-8212/ Fax : 970-384-3470 I In spec ti on Li ne: 970 -384 -5003 www. ga rfi eld-coun tv.com $ NOTI CE o Co mmun it Authority. Thi application for a Building Pennit must be sig e y th e Ow ner of the property , de scribed above, or an a uthorize d agent. If the signature be low is not that of th e Owner , a separate lener of authorit y, signed by the Owner, must be provided with thi s Application. Legal Access. A Buildi ng Permit can not be issued withou t proof of legal and adeq uat e access to the property for purposes of inspections by the Building Department. Oth er Permits. Multipl e separate pennits may be required : (I ) State Electrical Permit , (2) Cou nty I SDS Penni!, (3) another pennit required for use on the property id e ntified above, e.g. State or County Highway/ Road Access or a State Wastewater Discharge Penni!. Void Permit. A Building Permit becomes null and void if the work auth orized is not commenced within 180 days of the date of iss uan ce and if work is suspended or abandoned for a period of 180 days after commenceme nt. CERTIFICATION I hereby certify that I have read this Application and that the information contained above is true and correct. I understand that the Building Department accepts th e Appli cation, along wi th the plans and specifications ami othe r data submiued by me or on my beha lf (submittals), ba sed upon my certifi cation as to accurac y. Ass umin g completeness of the submi ttals and appro va l of this App lication, a Bui lding Permit will be is sued grantin g pe rmi ssion to me, as Owner, to con stru ct th e struc ture (s) and faciliti es detailed on th e submi ttal s rev iewed by th e Building Department In cons ideration of the issuance of the Building Permit, I agree that I and my agents will comply with provisions of an y fede ral, state or local law regulating the work and th e Garfi eld Cou nt y Buildin g Code, ISDS regu lati ons and applicable land use regu lations (County Regu lation(s)). I acknow led ge tha t the Building Pennit may be suspend ed or revoked , upo n noti ce from the County , if the loca tio n, constru ction or use of the structure(s) and fa cility(ies), described above, are not in compliance with Co unt y Regulation(s) or any othe r applicable law. I hereby grant pennission to the Building Department to e nte r the property. described above, to in spec t the work . I furthe r acknowledge that the iss uance of the Building Per mit does not prevent the Building Officia l from : (I) requiring the corre cti on of errors in the submittal s, if any, di scovere d after issuance; or (2) stopping constru ction or use of the structure(s) or fa cility(ies) if suc h is in viola ti on of County Regulati on(s ) or any othe r applicable law. Review of thi s Application, includ ing submitta ls, and inspections of the work by the Building Department do not constitute an acceptance of responsibility o r liabili ty by the County of errors, omissions or di screpan cies. As the Owner, I acknowled ge that responsibility for compli ance with federal, s ta te and local laws and County Regulations rest with me and my authorized agent s, including wi thout limitation my architect de signer, engineer and/ or bui lder. I HEREBY OWLEDGE THAT I HAVE READ AND UNDERSTAND THE NOTIC E & CERTIFI CATION ABOVE: z ST AFF USE O NLY Special Condition s: Adj u sted Va luation: Pl a n C h eck Fee: Permit Fee: Manu hom e Fee: Mise Fees: ~0~~g,<kJ t~.q l ~1G'~t5' ,..-. J ... ISDS Fee: Total Fees: Y2~d:q I Balance D ue : fqS, 1ffi P!No & Iss ue Da te: ISDS No & I ssued Date : 1>?2, t ~ ~~.~t --fl\ lb / ll}r J o~ t-.l iA Set backs: OCCGrou p: Const Type: I Zoning: ·kff2-lm B~~'~' ~G~ 1 I HL 1/~ lt/tJ 7{(j_ ~~~" ~-~~~ APPROVAL ---DATE APP AL DATE 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 and posted at the structure and where readily visible from access road . 3) A finished roof; a lockable building; completed exterior siding; exterior doors and windows in stalled; a complete kitchen with cabinets, sink with hot & cold running water, non-absorbent kitchen floor covering, counter tops and finished walls, ready for stove and refrigerator; all necessary plumbing. 4) All b at hrooms must be complete, with washbowl , tub or shower, toilet, hot and cold running water, non-absorbent floors, walls finished, and privacy door. 5) Steps over three (3) ri sers, outside or ins ide must be must have handrail s. Balconies and decks over 30" high must be constructed to all IBC and lRC requirements including guardrails. 6) Outside grading completed so that water slopes away from the building; 7) Exceptions to the outside steps, decks, grading may be made upon the demonstration of extenuating circumstances., i.e. weather. Under such circumstances A Certificate of Occupancy may be issued conditionally. 8) A final in s pection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, and/or State Agencies where applicable. A CERTIFICATE OF OCCUPANCY (C.O.) WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. A C.O. MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. OWNER CANNOT OCCUPY OR USE DWELLING UNTIL A C.O. IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a C.O. for the building identified in the Building Permit. VALUATION FEE DETERMINATION Applicant Address Date ..;;;D....;;a.;.;le;_C;;.;;r..;.;.ai~g:...-___ ~-----Subdivision 0322 E lk Run; New Castle, CO Lot/Block ~~~~~---~-----11/7/2008 Contractor ~~~~---------- Finished (Livable Area): Main Upper Lower Other Total Basement: Unfinished Square Feet Valuation Conversion of Unfinished to Finished Total Valuation Garage: Carport: Total Valuation C rawl Space Total Valuation Decks/ Patios Total Covered Open Valuation Type of Construction: Occupancy: Valuation Total Valuation sq .ft sq.ft sq .ft sq.ft X $74.68 0 sq.ft sq .ft X $41.00 sq.ft X $33 .68 576 sq.ft X $18.00 sq.ft X $12.00 Commercial sq .ft X $9.00 sq .ft X $24.00 sq .ft X $12.00 sf X sf X sf X sf X sf X sf X 0.00 0.00 10,368.00 0.00 0.00 0.00 10,368.00 GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS For SINGLE FAMILY DWELLING CONSTRUCTION Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. Other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. TWO (2) SETS OF CONSTRUCTION DRAWINGS & TWO (2) SITE PLANS MUST BE SUBMITTED FOR ALL APPLICATIONS. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Applicants are required to indicate appropriately and to submit the completed checklist at time of application for a permit. Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawri to scale. 1 Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line and original grade. A section showing in detail, from the bottom of the footing to the top of the roof, including re-bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house-rap, (which is required), siding or any approved building material. Engineered foundations may be required. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. wind speed, wind exposure B or C, and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IRC. 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each 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 Section: 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of the building envelope as it is shown on the fmal plat with the proposed structure located withiKnvelope. 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 comer lot. Special setbacks do apply.\./ Yes._L6__;;;,_ __ 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 properti_es-); 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 "' • 2 5. Are you aware that prior to submittal of a building permit application you are required to show proof of a legal and adequate access to the site? This may include (but is not limited to) proof of your right to use a private easement/right of way; A County Road and Bridge permit; a Colorado Dept. of Highway Permit, including a Notice to Proceed; a permit from the federal government or any combination. You can contact the Road & Bridge Department at 625-8601. See phone book for other agencies Yes )'( > 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accor~ce with the IRC or per stamped engineered design? Yes -"' -, 7. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between W\?_Od and earth? Yes No __ ~~-------- 8. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits? V Yes ~ No ________ __ 9. 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?~ Y es----ct;/=-'">1::-c:----- 10. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construc¥L:? Yes_-.Go;a--"'----- 11. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafte~r joists or trusses? Yes _ 12. Does the building section drawing or other detail include the method of positive connection of all columns anddJ> earns? Yes )'; --~"-"''-------- 13. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat r f? (Building height measurement usually not to exceed 25 feet) Y es_-1"-'""------ 14. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado P)> II certifications or phase II EPA certification? Yes No _J · 3 15. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes ______ No_~_"')<,_· -"'---- 16. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping r~ and/or basements comply with the requirements of the IRC? Yes · 17. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes X 18. 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 .. >( -----''------- 19. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes < 20. Do you understand that if you are building on a parcel of land created by the exemption process or the subdivisi~ocess, are building plans in compliance with all plat notes and/or covenants? Yes . 21. Do you understand that if you belong to a Homeowners Association (HOA), it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? The building permit application will be accepted without it, but you run the risk of the HOA bringing action to enforce the covenants, which can result in revocation of permit issued. Additionally, your Plan Review fee is not refundable if the plans have been reviewed by the Building Department prior to any action by the HOA that requires either revocatioXsubstantial modification of the plans. Yes .. 22. Will this be the only residential structure on the parcel? Yes :X: No Ifno-Explain: ______ _ 23. Have two (2) .~plete sets of construction drawings been submitted with the application? . Y es _ __,LJ=--- 24. Do you understand that the minimum dimension a home can be on a lot is 20ft. wide and 20ft. long? Yes 2x- 4 25. Have you designed or had this plan designed while considering building and other construction code require~. ents? Yes ·-~.,>--- 26. Do your plans comply with all zoning rules and regulations in the County related to your properties zone distri'i_t? _ Yes X 27. Does the plan accurately indicate what you intend to construct and what will receive a fmal inspection by the Garfield County Building Department? Yes k. 28. Do you understand that approval for design and/or construction changes are required prior to the applicati~of these changes? Yes ____ _ 29. 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 Y 30, Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made from 7:30 a.m. to 3:30 p.m. Monday through Friday. Inspections are to be called in to 384-~00}o Yes ~ No _______ _ 31. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re-inspection fee? Yes X 32. Are you aware that you are required to call for all inspections required under the IRC including approval on a fmal inspection prior to receiving a Certificate of Occupancy and occupancy of the building? / Yes. _ ____:'X ___ _ 33. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for an Agent and that the party responsible for the project must comply with the IRC? Yes Y 5 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 ____ #"---- 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 pe:ni/AJplication? Your attention in this is appreciated. Yes __ ...c~...c...c,___ ___ _ 36. Do you know that the local fire district may require you to submit plans for their review of fue safety issues? Yes (please check with the building department about this requirement) 3 7. Do you understand that if you are planning on doing any excavating or grading to the property prior to issu~g: of a building permit that you will be required to obtain a grading permit? Yes /:> · 38. Are you aware that if you will be connecting to a public water and/or sewer system, that the tap fees have to be paid and the connections inspected by the service provider prior to the issuance of a Certificatsof Occupancy? Yes~K__=--- I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. Signature o Owner Phone: 3T1 -'5\ '0 3 (days); Project Name: P~ ~ro.._ ~?=) Project Address: Q 3:A 7-e._ ( /C._ (2.u(L} 6 l t 1 """j o6 Date _q_,;:._f s_·~_5_r_f1_'Z ____ ( evenings) Notes: If any required information is missing 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. BpminreqDec2007 7 . GARFIELD COUNTY BUILDING REQUIREMENTS Codes: 2003 IRC, IBC, IFGC, IMC, IPC, Setbacks: Check subdivisions and zone district for setback requirements. Snow load (measured at the roof): 40PSF up to 7000ft. elevation. 50PSF 7001 to 8000ft. 7 5PSF 800 I to 9000ft. lOOP SF 900 I to IOOOOft. Seismic design category: B Weathering probability for concrete: Severe Termite infestation probability: None to slight Wind speed: 90mph Decay probability: None to slight Wind Exposure: B or C (see section R301.2.1.4) Frost Depth: 36in. to 8000ft. elevation. 42in. 8001 and above. Winter Design Temperature: Minus 2 to 7000ft.; minus 16 over 7000ft. elevation. Air Freezing Index: 2500deg F-days to 7000ft.; over 7000ft. to be determined by Building Official. Ice shield under-layment required. Mean Annual temp.: Variable Insulation: Maximum glazing U factor: 0.50 Minimum R-Values: • Ceilings/roofs R values are: R-30 stick built structures. R-38 log construction and steel rafter construction. • Walls R values are R-19 wood frame; R-19 cavity R-3 sheathing steel studs. • Floors R-values are R-19. • • • Basement wall R-values are R-IO beiow grade, R -19 above grade. Slab perimeter R-value and depth is R- I0/36in. Crawl space wall R-values are R-10 below grade and R -19 above grade If floors over crawl spaces are not insulated, the crawl space walls must be insulated. Basement wall must be insulated to frost depth. Common walls garage to house must have R-19 insulatibn. Common ceiling/floor garage to house must have R-19. Take precautions to protect plumbing in these areas. November 11, 2008 To Whom It May Concern: We have hired Matt Fautsko as our builder for a project at our home at 0322 Elk Run Road, New Castle, Colorado. He has our approval to sign for us any documents necessary to obtain the required permits for this project. Mt~ Dale M. Craig U Katie Craig 970-984-3272 ,, ,, r • < To whotrt it may concern: ;fo achieve the quickest turn around with submitting this.pennit there are two options I would lfke to run by you. #1 attaching the new garage to the existing garage keeping the baq.\c ·or"the existing garage in line with the new· garage. #2 offsetting the new garage by 4 feet from the ~xisting'garage. T];le existing garage is det~ched from house . Option #1 would be using the existing garage stem wall and footer by about Yz. Eeing detached from house is there a firewall reqlfired. I spoke to your office there was ~lso was a question in regards to sheer on an out side corner next to both garage doors. I believe this O.K. There was change; a heat source will be added to only the ,new garage. There will also be modifications to the existing driveway. Clean up· the road to back of' J property. where the new garage will be. At the head of the 'driveway a better turn around wil~ be made 1 The entra'nce is a bad spot to reverse out on to .the main road. Old owners Had two accidents. If there are any questions or incomplete ~nformaiion please contact me at 379-5183 cell Or 945-5182 home/fax . Matt Fautsko General Contractor of Wall Rideis Construction . / .. (. \ . IJ • 1, \ I lJ\d/Uj/LlJUO/JDIJ Jl..'tl fiJl WJU fWJJJV LlttlO'IIV.~J rnt.. 11\1, ..JIU.J't.JVTIU TimEE ELK RUN HOMEOWNERS ASSOCIATION ARCffiTEC111RAL CONTROL COMMITI'EE Dale and Katie Creig 0322 Elk Rlltl. New Castle, Colorado 8164 7 Re: Lot 3 garage addition Dear Dale B!ld Katie, l 0/3/08 ~. VVIf V\JI We lmve received your proposal for the new gamge addition and have visited with you on l 011/08 on your property to see the proposed IIIell o£ developm.o.nt. Thank you for meeting with us. Your proposed garage style is in keeping' with the present design style, color, and building .materials, 1111d external.9tueeo ofyourpresentlwme and garage. We would like you to keep in :mind that any exterior lighting made be down lighting to protect our beautiful stsrry night sky. Also, during the construction process, it is the responsibility of the homeowner to protect the integrity of the surface of Elk Run Road. The above buildiDg pl1111, as proposed, is in kcep.ing with tho covenants of TERRA. Therefore the ACC is plea.sed to approve your proposed garage addition as submitted to thiJ! comnUt:tee. Thank you for participating Jn this process and welcome to the neighborhood. Sincere\y. ~==~~~~ tJJ,-/)VJ47;;1 Cc: Thad Greene, I!Zld Edgar DaVidson, membe:m TERHA/ACC Hu•wotn 11 -I',\WL'\J< G1 on·c II N ICAI, )~<.. August 6, 1998 CtoC Attn: Mark: Misk:iewicz P.O. Box 596 Carbondale, Colorado 81623 ~U lll l{o ,td l ~'l C .IL•n w n ud C,p1 il\1;'•, (0 Mat,nt f-Jx <l?ll 'l4 G -fl.t 5~ \'hnr'l ~ •I'U4.\">-7'18h Job No. 19.8 490 Subject: Subsoil Study for Foundation Design. Proposed Sage Residence, Lot 3, 3 Elk Run Subdivision, Elk Run Road, Garfield County, Colorado Dear Mark.: As requested, Hepworth-Pawlak Geotechnical, lnc. 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 July 15, 1998. The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered are presented in this report. Evaluation of the subsoils for the proposed on-site disposal system is beyond the scope of this report . Proposed Construction: The proposro residence wiJJ be single story wood frame construction with a detached garage located on the site as shown on Fig. 1. Ground floors will be structurally supported over crawlspace in the residence and slab-on-gtge in the garage. Cut depths are expected to range between about 2 to 4 feet _ Foundation loadings fur this type of construction are assumed to be relatively light and typical of the proposed type of construction. An on~site septic disposal system is planned southwest of the residence. If building conditions or foundation loadings are significantly different from those described above, we should be notified to re-evaluate the recouunendations presented in this report. Site Conditions: The lot is vacant and the ground surface appears natural except fur the gravelled access drive. The terrain is relatively flat with a strong slope down to the southwest at about 8% to 10% grade. Vegetation consist of grasses and sagebrush with juniper and pinon trees. Elevation difference across the proposed building area is about 5 to 6 feet . There is a shallow irrigation ditch in the eastern and northeastern part of the lot that was dry at the time of our field work . There is a newly constructed residence on adjacent lot to the west. CtoC August 6, 1998 Page2 Snbsurfa.:e Conditions: The subsurface conditions at the site were evaluated by observing and sampling three exploratory pits at the approximate locations shown on Fig. l. The pits were excavated by the client just prior to our arrival on-site. The logs of the pits are presented on Fig. 2. The subsoils encountered, below about 'h foot of topsoil, consisted of sandy clay to depths of about 4Vz to 5'h feet underlain by highly calcareous and very sandy silty clay. The clays were stiff, contained gravel, cobbles and small boulders, and extended to the depths investigated of 6 and 6Vz feet at Pits 1 and 3. Below the clays in Pit 2, at a depth of 6 reet and extending to the pit depth of 6Vz feet was medium dense clayey sand and gravel with cobbles and probable boulders. Results of swell-consolidation testing performed on relatively undisturbed s1111111les of clay soils, presented on Fig. 3, indicate low compressibility under existing moisture conditions and light loading and moderate compressibility when wetted and loaded. The sample of the upper clay (Pit I at 2 feet) showed a minor expansion potential when wetted under a constant light surcharge. The laboratory testing is summarized in Table I. No free water was observed in the pits at the time of excavation and the soils were slightly moist. Foundation Recommendations: Considering the subsoil conditlnns encountered in the exploratory pits and the nature of the proposed construction, we recommend spread footings placed on the undisturbed natural soils designed for an allowable soil beating pressure of2,000 psf for support of the proposed residence. Footings should be a minimum width of 18 inches for continuous walls and 2 feet for columns. AU topsoil and loose or 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 well reinforced top and bottom to span local anomalies sucb as by assuming an unsupported length of at least 12 feet. Foundation walls BJ;ting as retaining structures should also be designed to resist a lateral esrth pressure based on an equivalent fluid unit weight of at least SO pcf for the on-site soil, excluding topsoil and oversized rocks, as backfill. Floor Slabs: The natural on-site soils, exclusive of topsoil, arc suitable to support lightly loaded slab-on-grade construction. To reduce the effects of some differential movement which may occur, floor slabs should be separated from all bearing walls and H·P Geon:cH CtoC August 6, 1998 Pagel 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 fur joint spacing and slab reinfurcement should be established by the designer based on experience and the intended slab use. A 4 inch layer of gravel can be placed beneath slabs to act as a leveling course. 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 fur 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: A perimeter foundation drain around the residence crawlspace area should not be needed provided positive surface drainage is maintained as descnlx:d below. The fullowing drainage precautions should be observed during construction and mainlllined at all times after the residence has been completed: 1) Inundation of the fuundation ex<:avations and underslab areas sllould be avoided during construction. 2) Elnerior backfill should be adjusted to near optimum moisture and compacted to at least 9S% 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. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. S) Landseaping which requires regular heavy irrigation, such as sod, should be lo<:ated at least S feet from building fuundation walls. Limitations: This stndy has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either expressed or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory pits excavated at the H·P GEOTECH .,.,..,..,.,.-...., ........ --T--r------- co'~~ floo 1 jn __ e_g~~·--c,; tbs areexpei}Jet~- 1 · s for this. df.oo--· · sou~!ts~= r~~:~--st sep c , 0-;:---··;ons-~~~::ndalion~sj~cantlydlfferent d cri ld be notified uate the recommendatio I \ .rur~r. .. ,ll appears nalllral except for the · is relatively t with a trong slope down to !be e. Veg~;~:fuon consist o es and sageb~ / . I wt ·o.!!_~rence across the propo uil · is about 6 feet. re is a shalloY{. · (-tionaltchinthe eas~fu and northeastern part of the lot tha ~e/of our field The ~newly constructed residence on adjacent lot to the west. c;.\ll.{(.OJ!lH-1'1\WI·'K GroTHHNI( AI, IN(. Ailgust o, 1998 Page4 A n.-nu:t ,::,. 1 OOR t;UlU Ru.td I <;4 ( .tenwuml <ipllllll,~•-( O.otlblll r .1' 97ll "~·1/Hl454 l'twnt> ')71) '4'1· NSI_i locations indicated on Fig. l and to the depths shown on Fig. 2, the proposed type of coDStruction, and our experience in the area. Our findings include inteipOlation 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 conditioDS encountered during construction appear different from diose described in this report, we should be notified at once so re-evaluation of the recommendations may be made. This report baa bQen prepared for die eKclusive use by our client for design pllfPOSes. We are not responsible for technical interpretations by odlers of our informslion. As die 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 reoommeudations presented herein. We reoommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a n:presentative of the geoteclmical engineer. If you have any questions or if we may be of further assistance, pleaae let us know. Sincinet'y, DAY/ksm attachments H.P GEOTECH I I PROPOSED LEACH A aD ElK RUN ROAO PIT I • APPROXIMATE SCALE I" • 60' ~-------------------------------------------------------~ 198 490 HEPWORTH -PAWLAK GEOTECHNICAL, INC. LOCAllON OF EXPLORATORY PITS Fig. 1 0 5 10 LEGEND: PIT 1 wc-7.3 D0-104 PIT 2 PIT 3 .. TOPSOIL; organic aBly clay, scattered gravel and cobbleo, slightly moiet, darl< brown. 0 5 10 CLAY (Cl); aandr. scattered angular gravel and cabbl.., with email bould-stiff, lillghtly molal, brown to light brown, slightly to moderately colca-accoslonolly porous, law to medium ploatlclty. ClAY (Cl-SC); very aandy. silty, gravelly with CObbles and small boulders, stiff, slightly molat, light bruwn, highly ealcareous, low plasticity. Roclt fragment• ore angular to aubongulor. SAND AND GRAVEL (SC-GC): with cobbles and probable CObbles, clayey. modlum dense. !lllghtly moist. light brown. calcareous. Rock fragments are angular to oubongular. ~ 2" Diameter hand driven liner sample. t----J Dlaturtoed bulk aample. NOTES: 1. Explorntary pits "'"'" elCCOWited on .lily 27, 1998 with a bacldtoe. Pits were excavated prior to our arrival an-site. 2. Loeotlonlt of e>ptaratory pits were approximated by pacing from features on the site plan prolllded. J. Bavatlana of e>ptorntory pita were nat measurOd and pita logs are drown to depth. Pit 3 Is estimated ot about 5 to 6 feet lower In elevation than Pits 1 and 2. 4. The elq)laratory pit locations sllould be considered accurate only to the degree Implied by the method used. 5. The linea between materials shown an the eliPiorotory pit logs represent the approximate boundaries between material t)'peo and tronaitlona may be grodunl. 6. No free water wos encountered In the pits at the time of excavating. Auctuotlono In water level may occur with tlme. 7. Laboratory Testing Results: we = Water Cor>tent ( x ) DO = Dry Density ( pet ) -200 = Percent posslng No. 200 slave 198 490 HEPWORTH -PAWLAK GEOTECHNICAL, INC. LOGS OF EXPLORATORY PITS Fig. 2 ~ I :5 ! ' Molature Content = 9.3 percent Dry Density = 97 pcf Sample of: Sandy Clay M From: Pit 1 at 2 f""t ·! 0 c II!,. D 0. ""'-' .. "' 1 -.... I Expansion ...., !i upon ~ 'ii 2 wetting .. ! \ Q. E ~ 8 3 0.1 1.0 10 100 APPUED PRESSURE -ksf Moisture Content = 7.3 pen:ent Dry Density ~ 104 pel Sample of: Very Sandy Silty Clay from: Pit 1 at 5 rut 0 t( K r---. 1 c " No movemen .ll " upon .. wettlng ~ 2 ... r'\ E 8 3 ....... 4 0.1 1.0 10 100 APPUEO PRESSURE -ksf 198 490 HEPWORTH -PAWlAK Sv.£LL-CONSOUDA TIOW 1£ST R£SUL TS Flg. 3 GEOTECHNICAL, INC. --------------- Hn·wo1n11-f\WI >\I< Cr<nH liM< AI, 1 N<. <;1120 Rn.'ld l"a"i { ,ll'llhllllll 'ipi!L\W•. (. 0 .'41(1tll r , (}7llll4'i·x.1s4 I 'b nf' '9-7fl '4..J'i. 7<m.l) ob No. 19.8 490 ge R · ence, Lot 3, Road, Garliel County, Co tado HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE I JOB NO. 198 4.90 SUMMARY OF LABORATORY TEST RESULTS ..._,.._,_ ........... .. ruw. .....,..._ .......,. .,_....,. ..,co.,_ "' ...... _...... -..,. ... --UQIIID ........, COLli C:W7'! ....... -""""""' -..v "" ... NO.""' LMT -.,..,.,. _,..,.. 1001 """ .... .... .... _, 1 2 9.3 97 87 Sandy Clay 6 7.3 104 Very Sandy Silty Clay 2 6 11.8 102 53 Very Sandy Silty Clay ; COUNTY OF GARFIELD-BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at 032_2.c-~ ~ Permit No. _____,_/_,_,_11-'f'l~fe ___________ _ I have this day inspected this structure and these .\, premises and found the followinfJ yorrections needed: ~ t1edt \c_AJ \=="\ V\A a t:> ~ iZfcall for Re-lnspection 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection 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 ~ ,.. 2o -b ~ 20 Building Inspector j{)tu_~-----,.,e--- Phone (970) 945-8212 No. _.~-/ .L.\ \.L...Il..........=l~:....__ __ Assessor's Parcel No.~ / .A.S-:E 1-D <"1-ct>J Date ( ( { 1.3 ( .)..608 BUILDING PERMIT CARD . JobAddr~.Ss· o?,~:4~ e,,,. 't'Lw~ u8ibY7 xW'~ ,if~~K..c .. ··~\~JgJ .. Owner l'__!________o___ __ \JaJlsL-Address 03)..).. fl;B ~)). (~ lbY7Phone # c;, ( 8'-0<75 8' Contractor t · ~ Address3'/1Yf Wl~.f'l'\.· Phone #:3'75-Sf{-) Setbacks: Front Rear . RH LH Zoning ____ _ (·,,~~Lb.!) (_'~~0 INSPECTIONS V" · r v t/.....J;;;:. c~ --:-,.----,,......,--:=C?":""---::-----(1-: Weatherproofing------------ Footing _ ___,J\,....-_:L:-'-5---'-0'3'-'-'@yr\=-'--'-''-----Mechanical _____________ _ Fo u ndati on,-'-'-'<.c.1-~-3"'----'-0--'=8"'--'~<-<....::.-----Electrical Rough (State) --,...-~----,o~__,.,,.....-- Grout_____________ Electrigal ~nal (State) 2-1-018F Underground Plumbing_______ Final :(-2,:"j~pq /Checklist Completed? £JrJil Rough Pluml;lin~ Certificate Occupan~y # ( o2JC . ,_, Framing dt _: Q!f_7f)ryc Date \ >"61..--l.CT) ::::s.'-H: .. '-1 Insulation .;/. ~.3-oq'~ Septic System # _IV~,fc.!A_!__ _______ _ Roofing____________ Date ___________ _ Drywall ---A-fl-__.,..,.,_---,~-=-,----,----Final ___________ _ Gas Piping _--~-.X-"---"--"''!2-><---__,&'---q~)Qii{;LLlCI..---Other 6~itt.~ct £do~. fjsotv 1 fiT NOTES \ v (continue on back) BUILDING PERMIT Date Issued GARFIELD COUNTY, COLORADO INSPECTION WILL NOT BE MAD-E Uf>JLESS TH!S CARD fS POSTED ON THE JOB f(/ { ~~A®:""\.Kl-----Permit No. AGREEMENT In consideration of the issuance of the permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structured 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 structure1 the permit may then be revoked by notice from the County Building department and IMMEDIATELY BECOME NULL AND VOID. Use CJ.flf~~ f_wtr\C.Sbop fy ?1'SOr"'J lU /. AddressorLegaiDescription 322 FJ\(.. 'Run I Ne.,W CcA$.±\_e~/'-------- Owner Cxo.i9 1 '£h kJ Contractor 'AbJ1 e_j der Canst. Building ~ermitType ~"i..,d=>ent\.,.,.__,_,L!·iV!._... ______________________ _ This Card Must Be Posted So It Is Plainly Visible From The Street Until Final Inspection INSPECTION RECORD Footing ! _Driveway I/--;7.5-o?) ~ Foundation I Grouting Insulation j;;.-3-0it }/#" '}, . :2.-? -{) q ;9nl._ Underground Plumbing Drywall --M-"'-- Rough Plumbing Electric Final {by State fnspectot·) --/!-"--2 -9-df ~F (Prior to Final) Rough Mechanical Septic Final 11/-- Gas Piping FINAL 1, -1-o-D'1 /i}vrL-'/. -1-:5-() q l0vtJ.._ Electric Rough (by State Inspector) / (\'ou Must Call For Final Inspection) (Prior to Framing) Notes Framing '}/UJ-()!j~ (to Include Roof in place &Windows & Doors installed & Firestopping in place) APPROVED Date THIS PERMIT IS NOT TRANSFERABLE For Inspection Call S70·384-5003 Ofiice 970·945-8212 108 8th Street, Suite 401 Glenwood Springs, Colorado 81601 DO NOT DESTROY THIS CARD 11 1'.3\ ~~ ~ PROTECT p~~£~i!!J!J[!!}.LGH c. ~ (DO NOT LAMINATE) Parcel Detail Page I of 4 Garfield County Assessor/Treasurer Parcel Detail Information A~~essor/TreasureLPmp~r_ty_Se<rrch I AS_~SsQr Subset Query I Ass~ssmSales S~<1rcb Clerk_&_Res::Qr_d_~r_Rec~ptiQnSearch Bll_s_i_<:_Building Ch<!facteristics I Ili~lnformllti_on ParceLD~1ail I Yal!l~ Ds:tail I Sf!lesDetail I R~sids:ntialLC_omme_n:iaUmproyel1l_eJ1tDetail LJ!nsi Detail I P_hQtographs I MilLL~_yy_Rs:venue~>_D~rnil I Tax Area II Account Number II Parcel Number II 2008 Mill Levy I I 013 II R130346 II 212525109003 II 40.683 I Owner Name and Mailing Address !CRAIG, DALE M. & KATHRYN R. 1136 BLACKHAWK. DRIVE INEW CASTLE, co 81647 Assessor's Parcel Description (Not to be used as a legal description) lsECT,TWN,RNG:25-5-91 SUB:THREE ELK IRUN SUB-DIV LOT:3 PRE:R013039 IRECPT:754153 RECPT:754152 BK:1380 IPG:263 RECPT:609483 BK:1288 PG:836 IRECPT:588846 BK:1288 PG:835 IRECPT:588845 BK:l126 PG:810 IRECPT:545247 BK:0951 PG:0237 IBK:0951 PG:0235 BK:0935 PG:0520 IBK:0932 PG:0957 Location I I I I I I I Physical Address: 11322 ELK RUN RD NEW CASTLE! Subdivision: IITHREE ELK RUN SUB-DIV I Land Acres: 112.439 I II II http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=2125251 09003 3/4/2009 Parcel Detail Page 2 of 4 I Land Sq Ft: llo I Section II Township II Range I I 25 II 5 II 91 I 2008 Property Tax Valuation Information II Actual Value II Assessed Value I I Land: 205,oooll 16,3201 I Improvements: 294,65011 23,4501 I Total: 499,65011 39,7701 Additional Vah!tl1etail Most Recent Sale Sale Date: lls/15/2008 Sale Price: 11595,000 Additipnal S_a!e_s Detail Basic Building Characteristics Number of Residential 1 Buildings: Number ofCommllnd io II Buildings: I Residential Building Occurrence 1 Characteristics I I 1 STORY: 112,179 I TOTAL HEATED AREA: 112,179 I ABSTRACT CODE·IISINGLE FAM.RES- . IMPROVEMTS ARCHITECTURAL STYLE: III-STORY EXTERIOR wALL: IIFR STUCCO ROOF COVER: IIRUBBER ROOF STRUCTURE: IISHED INTERIOR WALL: IIDRYWALL FLOOR: llcARPET FLOOR: IIHARDWOOD I FLOOR: IIHARD TILE I http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=2125251 09003 3/4/2009 Parcel Detail Page 3 of 4 HEATING FUEL: IlGAS I HEATING TYPE: IIHT WTR RAD I STORIES: llsTORIES 1.0 I BATHS: 112.25 I ROOMS: I 6 UNITS: 11 BEDROOMS: 13 YEAR BUILT: 111999 I Adc!iti<mal.R~.s.idential/CommerciaLlmprovementDetail Tax Information Tax Year II Transaction Type Amount I 2008 II Tax Payment: First Half ($808.98)1 2008 Tax Amount $1,617.961 2007 Tax Payment: Second Half ($792.96)1 2007 Tax Payment: First Half ($792.96)1 2007 Tax Amount $1,585.921 2006 Tax Payment: Second Half ($675.62)1 2006 Tax Payment: First Half ($675.62)1 2006 Tax Amount I $1,351.241 2005 Tax Payment: Second Half ($675.78)1 2005 Tax Payment: First Half ($675.78)1 2005 Tax Amount $1,351.561 2004 Tax Payment: Second Half ($714.90)1 2004 Tax Payment: First Half I ($714.90)1 2004 Tax Amount $1,429.801 2003 Tax Payment: Second Half ($803.04)1 2003 Tax Payment: First Half ($803.04)1 2003 Tax Amount $1,606.081 2002 Tax Payment: Second Half ($720.82)1 2002 Tax Payment: First Half ($720.82)1 2002 Tax Amount $1,441.641 2001 Tax Payment: Second Half II ($716.53)1 2001 Tax Payment: First Half II ($716.53)1 2001 Tax Amount II $1,433.061 2000 Tax Payment: Second Half II ($641.07)1 2000 Tax Payment: First Half II ($641.07)1 http:/ /www.garcoact.com/assessor/parcel.asp?Parce1Number=2125251 09003 3/4/2009 Parcel Detail I 2000 II Tax Amount II $1,282.141 I 1999 II Tax Payment: Second Half II ($486.88)1 I 1999 II Tax Payment: First Half II ($486.8821 I 1999 II Tax Amount II $973.761 MillLeY)' R~yenues12!;1ajl Iop_ofPag~ Assess()r __ Databa~e_Search_QpJions I Tre!!surt;!'Dat1!b1!~~-SearchQpti911S C.~Lk& Re~;_order 12llt11base Sear~h Options G!lrfie1d CountyHome Page Page 4 of 4 The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2005 -2008 Good Turns Software. All Rights Reserved. Database & Web Design by Good Iurns_Softw_a[l;. http:/ /www.garcoact.com/assessor/parcel.asp?ParcelNumber=2125251 09003 3/4/2009