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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. 1 0812 Parcel No: 2393-291-02-004 Locality: Coryell Ranch, Lot 4 Job Address: 0191 Stonefly dr, Carbondale Use of Building: s/f dwelling on crawl space & partial unfinished basement w/patios & att garage Owner: Ranch 4. LLC Contractor: Kaegebein Fine Building Fees: Plan Check: $ 2,188.39 Septic: Bldg Permit: $ 3,366.75 Ad in pact fee (area 9): $ 453.67 Total Fees: $ 6,008.81 2 > ( ~)Gi Clerck: Date: January 15, 2008 I Parcel No: GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8th Street, Suite 401, Glenwood Springs, Co 81601 Phone: 970-945-8212/ Fax: 970-384-3470 I Inspection Line: 970-384-5003 www.garfield-county.com Authority. This application for a Building Pennit must be signed by the Owner of the property~ described above, or an authorized agent, If the signature below is not that of the Owner, a separate letter of authority, signed by the Owner, must be pr()vided with this Application. Legal Acress. A Building Permit cannot be issued without proof oflegal and adequate access to the property for purposes of inspections by the Building Department Other Permits. -~i:ilriple separate permits may be required: (l) State Electrical Pennit, (2) County ISDS Pennit, (3) another pennit required for use on the property identified above, e.g. State or ·-·county Highway/ Road Access or a State Wastewater Discharge Permit. Void Permit. A Building Permit becomes null and Void if tile work authorized is not commenced within 180 days of the date of issuance and if work is suspended or abandoned for a period of 180 days aftei commencement. - CERTIFICATION I hereby certify that I have rea~ this Application and that the infonnation contained above is true-and correct. I understand that the Building Department accepts the Application, along with the plans and specifications and other data submitted by me or on my behalf (submittals),. based upon my certification as to accuracy. Assuming completeness of the submittals and approv31 of this Application, a Building Penn it will be issued granting pennission to me, as Owner, to construct the structure(s) and facilities detailed on the submittals reviewed by the Building Department. . In consideration of the issuance oft11e Building Pennit, I agree that I and my agents wiU comply with provisions of any federal, state or local law regulating the work and the Garfield County Building Code. I~D~ re~ations and applicable land use regulations (CountY Regulation(s)). I acknowledge that the Building Penn it may be suspended or revoked,. upon notice from the County, if the location, construction or uSe ofthe structure(s) and facility(ics), described.ab_ove, .'!fe not in compliance with County Regulation(s) or any other applicable law. I hereby grant pennission to t11e Building Department to enter the property, descnbed above, to inspect the work. I further acknowledge that the issuance of the Buildiag Permit does not prevent the ~;"'j·tdlmlglOl~ffiolial;fro~mlo~~~~~~001.l"lee~ttl. ojn~of errors in the submittals, if any' discovered after issuance; or (2) stopping construction or use of the structurc(s) or facility(ies) if such is in violation and inspections of the work by the Building Department do not constitute an acceptance of responsibility or liability by the County of errors, omissions responsibility for compliance with federnl~ state and local laws and County Regulations rest with me and my authorized agents, including without or builder. I HAVE READ AND UNDERSTAND THE NOTICE & CERTIFICATION ABOVE: STAFF USE ONLY Special Conditions: ,·,:-·-'""'?.0'<::'A{;~::,:~,::~ "'~"!··,~ 4' '\ Adjusted Valuation: Plan Check Fee: 3"\ Permit Fee: ) Manu home Fee: Mise Fee~L /:!d. ~ 5'0-7 I o 8'1~<> 9..\~o d "3 "3 (, 1., 7 {£ l...j'S'"·'5~'-~7=•oF•" ISDS Fee: ¢ Total Fees: \ Fees Paid: Balance Due: BP No & Issue Date: ISDS No & Issued Date: be>ag_s ?-\ '1 ,, 5!o 3fr.Jtf •. :A.~ IO'D\~ Setbacks: .. · OCC Group: ConstType: Zoning: w -::r (/ { Pb\) EPT: PLNGDEPT: --<J -\3-(j( h ' The following items are reguired 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 installed; 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 bathrooms 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) risers, outside or inside must be must have handrails. Balconies and decks over 30" high must be constructed to all IBC and IRC 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 inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, 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. Bapplicationseptember2007 VALUATION FEE DETERMINATION Applicant Address Date Coryell Ranch LLC · Subdivision .:::C:::::o:!Jry~el!!.l.!!ra;!!;n~ch~ _ __,...;___; ___ _;_ -;:0:.::19:"1:.;:S:;:.t.:;on=e::,:fl:.::y,::D=r.=-'---'---'---Lot!Block .::;4,....:.-....,------------'- .::1.::::2/:.;:1.::.:3/.::2.:;00:;;:7_--________ _.c_Contractor :.;:K::a:::;eg.,e::::b.::.:ei::n _ _:_ ___ ...;_ ___ _ Finished (Livable Area): Main Upper Lower Other Total Basement: Unfinished Square Feet Valuation Conversion of Unfinished to Finished Total Garage: Valuation Crawl Space Valuation Decks/ Patios Valuation Valuation Covered Open Type of Construction: Occupancy: Valuation Total Valuation 4195 sf 1637 sf sf sf X $74.68 5832 sf 630 sf X $41.00 sf X $33.68 920 sf X $18.00 3565 sf X $9.00 435,533.76 25,830.00 16,560.00 32,085.00 225 sf X $24.00 :: 5'fo0. 975 sf X $12.00 ° II,~ 17,100.00 Commercial sf X sf X sf X sf X sf X sf X 0.00 527,108.76 GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS For SINGLE FAMILY DWELLING CONSTRUCTION Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. Other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design ProfessionaL To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Applicants are required to indicate appropriately and to submit the completed checklist at time of application for a permit. Plans to be included for a Building Permit, must be O!l 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 1 ) 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. 2. 3. 4. 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 final plat with the proposed structure located within the envelope. Yes. ___ _ Does the site plan also include any other buildings on the property, setback easements and utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying for a building permit on is located on a comer lot. Special setbacks sJo apply. Yes / 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 adjacen;r;;perties ), streams or water courses? Yes tJ Does the site plan indicate the location and direction of the County or private road accessing the property? 2 Yes ../ 5. Are you aware that prior to submittal of a building permit application you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department at 625-8601. 1>1. 6. ~ 7. ~ 8. ~ 9. j\{l~ 10. ~ 11. Cz;". 12. ~13. 14. Yes E;,"fCE'tv\1?..,.- Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the IRC or per stamped engineered design? Yes / 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 / Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits? Yes_----'"'---- 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 / Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes v Does the building section drawing include size and spacing of floor joists, wall stnds, ceiling joists, roof rafters or joists or trusses? Yes v Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes ../ 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 roof? (Building height measurement nsually not to exceed 25 feet) Yes v Does the plan include any stove or zero clearance fireplace planned for installation including 3 make and model and Colorado Phase II certifications or phase II EPA certification? Yes No_---'/"-=---:--:--: 15. Does the plan include a masonry fireplace including a fireplace section indicating design to ~ 16. ~17. ~ 18. ~19. 20. 21. 22. ~ 23. comply with the IRC? / Yes No _ __,V'------ Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the IRC? Yes ../' No. _____ _ Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes No. _______ _ 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 _____ _ Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes No _______ __ 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 _____ _ 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 revocation or substantial modification of the plans. Yes -/ No ------- Will this be the only residential structure on the parcel? Yes ../ No lfno-Explain: _____ _ Have two (2) complete sets of construction drawings been submitted with the application? Yes_-'~---- 4 24. Do you understand that the minimum dimension a home can be ou a lot is 20ft. wide and 20ft. long? Yes ../ No. ____ _ 25. Have you designed or had this plan designed while considering building and other construction code requirements? Yes No _____ _ 26. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes No ______ _ 27. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes v' No ____ _ 28. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes No _____ _ 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 ../ No ____ _ 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 3:30p.m. Monday through Friday. Inspections are to be called in to 384-5003. Yes V 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 / No ____ _ 32. Are you aware that you are required to call for all inspections required under the IRC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes ~ No ------ 5 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 ____ ~-----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. 35. Yes v/ No. ___________ __ Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Schedule Number for the lot you are applying for this permit on prior to submittal of a building permit application? Your attention in this is appreciated. Yes · V No ____________ __ 36. Do you kuow that the local fire district may require you to submit plans for their review of fire safety issues? Yes v No (please check with the building department about this requirement) 37. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading 't? penm .. / Yes --"-v ____ _ 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 !j,€ertificate of Occupancy? Yes V -------- I hereby acknowledge that I have read, understand and answered these questions to the be t f my ability. ~~~~~·"-~~~~~~v~~~~~~~~~~~G wner Date I f (days); -<~~-+']:Q~_0J.-'t &"'-~"'-'-t'-''-/"'o'-S"------( evenings) Pr~ectName: __ ~L~o21i __ ~YL_~Cc~V~Y~Bll:~~--------------------------------~ Notes: If you have answered "No" on any of the questions, you may be required to provide this 6 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 November2006 7 PLAN REVIEW CHECKLIST Building ~Engineered Foundation ---IL:Driveway Permit /;K£-~ --\,L-Surveyed Site Plan ~Septic Permit and Setbacks ( ~ ~rade/Topography 30% L_Attach Residential Plan Review List _J_Millimum Application Questionnaire Jsubdivision Plat Notes ~ire Department Review ~Valuation Determination/Fees --lf__Red Line Plans/Stamps/Sticker -W-Attach Conditions V Application Signed ~an Reviewer To Sign Application ~arcel/Schedule No. ~ 40# Snowload Letter-Manf. Hms. GENERAL NOTES: Date __ -lj_?,.. . .c_-__,1 ~3'""-'""o'-1-1--- Planning/Zoning _LProperty Line Setbacks ~30ft Stream Setbacks 2.lood Plain ~uilding Height __dzoning Sign-off LRoad Impact Fees ~HOAIDRC Approval ~Grade/Topography 40% 1 Alarming Issues - 1 /subdivision Plat Notes \\ COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at 019/ $~ c?.. Permit No. ___[_l~o~&:~/.{1!_:6=-------------- I have this day inspected this structure and these premises and found the following corrections needed: ~"Call 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 7-!5:-08' . 20 --:;;;;;;"'J--;;;;;;;;,__ Building Inspector ~~ ~ Phone (970) 945-8212 Soi Is Test -:----:-------::-:-::=---::;---:- Footing 1-r?-o? ?>::>;r.?-V~e/..f' viC Foundation 1-.;)J[-.(?8~ Grout_~--------­ U ndergro u n d PI u m bing -;-;--:c-;;~--:::;;~~-­ Rough Plumbing ~ -// -c8 c:;?:U7 Framing Z-t8-o8 ~ Insulation 7-2:..:3 -og ~ ' Roofing -.=.,.---;-=::----------=:----:::;;;r-c--r-- Drywall %-t;,s-:-.og: ~ Gas Piping (f?··f/~og ~ ;f' ~;ll£d P/YI~tt.. VR'~ q/f/'#T/1" Weatherproofing _________ _ Mechanical ____ --=;----;-:;:---=-c:--- Eiectrical Rough (State) /-/CJ ~a? Electrical Final (Statel------.,....,.-,.-- Final 7-;),9-01 /Ch-ecklis~ Cor.pleted~ ·-certificate Occupancy# -':'(J!Z'-'z:,="':o,.,..,;J.;:~:-· ____ _ Date ~-2.20-0 ~'! Septic System# _________ _ Date ----------'---- Final _________ _ Other------------- NOTES (continue on back) INSPECTION WilL NOT BE MADE UNlESS THIS CARD IS POSTED -ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued..l.:lZ.3. ...... Zoned Area ............................... P~rmit No .. ..l.Ot . .\£h .. := AGREEMENT . In consideration of the issuan.:e of this permit, the applicl\nt 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 • wl . ~:>\lrru'. 1 'bll<P ,,,1tr1H6". \ ~~~( 'll'i!}Ue. Address or Legal Description(')\<\\ s:,\W\~\1 c\S -\:C\liD\;1\t\\f' 6 r ' Owner \ (')'J\1 :e\\ RttV\t.\) Y U C v Contractor YO~_Cl_ P\\fJ', \fl ---:·1 ·:~·\.' ~r-.' .:~\~~; ·, (·:rl . . ' --' Sfibacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. ~ Ct11.10fl !(;:: /6ne:IJ,__,}d,_-c;-.C<:J/7• INSPECTION RECORD Footing .. '. Driveway Foundation : ,:."f-,. '-::,:; "I rt/AJ-- Underground Plumbing Insulation Rough Plumbing Drywall Chimney & Vent </," p t:-#--f),fo? Gas Piping , Final 7-;<q-o ~ ' Septic Final /1/A- Framing Notes:. ., (To include Roof in place and Windows 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 APPROVED Date\-f'S{)t ·By r. \n;._;\(1:' '* IF PLACED OUTSIDE -COVER WITH CLEAR PLASTIC Parcel Detail Page 1 of3 Garfield County Assessor/Treasurer Parcel Detail Information As~eSSQr/Irea§llieLI'mpt<rtySc.arch I As_sessor_Subset Que_ry: I Assessor S_ales Search C!crk&:Re.c9nleLRccePti9JLSearch Basic Buildin_g Chara,;teristics I IMJnformaJion Parcel Detail I Y_alue Detail Sales Detail I Residential/Commercial Improvement Petail Land Detail I Photographs I Tax Area II Account Number II Parcel Number II Mill Levy I I 082 II R005939 II 2393291ozoo4 II 67.224 I Owner Name and Mailing Address )CORYELL RANCH 4, LLC I 1596 w BUTTERMILK ROAD ASPEN, CO 81611 Legal Description /SECT,TWN,RNG:29-7-88 SUB:CORYELL I /RANCH LOT:4 PRE:R010118 BK:0390 /PG:0200 BK:0384 PG:0358 /RECPT:730229 BK: 1940 PG: 134 /RECPT:726024 BK:1940 PG:133 /RECPT:726023 BK: 1940 PG: 132 I /RECPT:726022 BK:1097 PG:0396 I /BK:1097 PG:0387 BK:0991 PG:0346 I /BK:0991 PG:0327 BK:0991 PG:0318 I /BK:0952 PG:0230 BK:0637 PG:0680 I jBK:0637 PG:0676 I Location Physical Address: !/CARBONDALE Subdivision: JlcoRYELL RANCH II http://www.garcoact.com/assessor/parcel.asp?Parce1Number=239329102004 11/30/2007 Parcel Detail Page 2 of3 I Land Acres: 112.384 I I Land Sq Ft: llo I Section II Township II Range I I 29 II 7 II 88 I Property Tax Valuation Information II Actual Value II Assessed Value I I Land: II 7oo,oooll 203,0001 I Imerovements: II 0 11 ol I · Total: II 700,00011 203,0001 Sale Date: 116!18/2007 Sale Price: 117 50,000 Basic Building Characteristics Number of Residential lo I Buildings: Number of Commllnd Jo I Buildings: No Building Records Found Tax Information I Tax Year II Transaction Type II Amount I I 2006 II Interest Charge II $232.151 I 2006 II Tax Payment: Whole II ($11,607.56)1 I 2006 II Interest Payment II ($232.15)1 I 2006 II Tax Amount II $11,607.561 I 2005 II Interest Payment II ($349.76)1 I 2005 II Interest Charge II $349.761 I 2005 II Tax Payment: Whole II ($11,658.50)1 I 2005 II Tax Amount II $11,658.501 I 2004 II Interest Payment II ($402.11)1 I 2004 II Interest Charge II $402.111 I 2004 II Tax Payment: Whole II ($10,052.84)1 I 2004 II Tax Amount II $10,052.841 I 2003 II Tax Payment: Whole II ($8, 111.48)j http://www. garcoact.corn! assessor/parcel.asp ?ParcelN umber=239 3 2 9102004 11/30/2007 Parcel Detail I 2003 II Interest Charge II $486.691 I 2003 II Fee Payment II . ($23.40)1 I 2003 II Interest Payment II ($486.69)1 I 2003 II Fee Charge II $23.401 I 2003 II Tax Amount II $8,111.481 I 2002 II Tax Payment: Whole II ($14,708.32)1 I 2002 Tax Amount II $14,708.321 I 2001 Tax Payment: Whole II ($14,094.88)1 I 2001 Tax Amount II $14,094.881 I 2000 Tax Payment: Whole II ($18.04)1 I 2000 Tax Amount II $18.041 Top ofl>.;:J.g~ Assessor P<it5!hase.Sean:hQptioDH I TreaH!J!'gLP<!tah!:l.se S~iir,:h Options Clerk & Recorder Database Search O_ptions Page 3 of3 The Garfield County Assessor and Treasnrer'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 -2006 Good Turns Software. All Rights Reserved. Database & Web Design by Good Turns Software. http://www. garcoact.com/ assessor/parcel.asp ?ParcelN umber=2393 291 02004 11130/2007 HEPWORTH-PAWLAK GEOTECHNICAL May22, 2007 Kaegebein Fine Homebuilding Attn: Charlie Berger P.O. Box 1570 Carbondale, Colorado 81623 Hcpwnnh~l);w.-bk Gcorcchnical, lnc. )02l~ Count\' 1\nnJ 1 54 Ulcnwll,}d SprinJ~"· C1!~>nhltl 8l ()0 i Phon~': 97eJI45-7980 E1x: <)/0-445-841'+ cm;lll: hr;.;~o@ll.pgcmcch.(nm Job No.l07 0331 Subject: Subsoil Study for Foundation Design, Proposed Residence, Lot 4, Coryell Ranch, Garfield County, Colorado. Dear Mr. Berger: 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 Kaegebein Fine Homebuilding dated May 4, 2007. 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 one and two story wood frame construction above a crawlspace with an attached garage. The site is shown on Figure 1. Garage floor will be slab-on-grade. Cut depths are expected to range between about 2 to 4 feet. Foundation loadings for this type of construction are assumed to be relatively light and typical of the proposed type of construction. Ifbuilding 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 between Stonefly Drive and the Roaring Fork River and is vacant of structures. Vegetation consists of grass and weeds. The ground surface in the building area is relatively flat with a slight slope down to the north. The north side of the building area is setback about 20 feet from a very steep slope down to the Roaring Fork River and wetlands. A dry water feature/irrigation ditch runs along the east property line. Subsidence Potential: Coryell Ranch is underlain by Pennsylvania Age Eagle Valley Evaporite bedrock. The evaporite contains gypsum deposits. Dissolution of the gypsum under certain conditions can cause sinkholes to develop and can produce areas of localized subsidence. During previous work in the area, sinkholes have been observed in the lower Roaring Fork Valley. Sinkholes were not observed in the immediate area of the subject lot. Based on our present knowledge of the site, it cannot be said for certain that sinkholes will not develop. In our opinion, the risk of ground subsidence at Lot 4 is low and similar to other lots in the area but the owner should be aware of the potential for sinkhole development. P,u-ker )03-841-7119 • Colorado Springs 719-6)3,5562 • Silverthorne 970-468-1989 -2- Subsurface Conditions: The subsurface conditions at the site were evaluated by excavating two exploratory pits at the approximate locations shown on Figure I. The logs of the pits are presented on Figure 2. The subsoils encountered, below about 1 to 1 Y:z feet of topsoil, consist of slightly silty sandy gravel with cobbles and small boulders down to the maximum depth explored 6 feet. A sandy clay layer was encountered in Pit I above the granular soils. Results of swell-consolidation testing performed on a relatively undisturbed sample of the sandy clay, presented on Figure 3, indicate low compressibility under existing moisture conditions and light loading and a low collapse potential (settlement under constant load) upon wetting. The sample showed moderate to high compressibility under additional loading after wetting. Results of a gradation analysis performed on a sample of sandy gravel (minus 5 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 granular soil designed for an allowable soil bearing pressure of 2,500 psf for support of the proposed residence. Footings should be a minimum width of 16 inches for continuous walls and 2 feet for columns. Loose and disturbed soils and topsoil or sandy clay encountered at the foundation bearing level within the excavation should be removed and the footing bearing level extended down to the undisturbed natural granular 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 I 0 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 45 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. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A minimum 4 inch layer of free-draining gravel should be placed beneath basement level slabs to facilitate drainage. This material should consist of minus 2 inch aggregate with less than 50% passing the No. 4 sieve and less than 2% 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. Underdrain System: Although free water was not encountered during our exploration, it has been our experience in mountainous area that local perched groundwater can develop Job No.1 07 0331 -3- during times of heavy precipitation or seasonal runoff. Frozen ground during spring runoff can create a perched condition. We recommend below-grade construction, such as retaining walls and crawlspace areas, be protected from wetting and hydrostatic pressure buildup by an underdrain system. A shallow crawlspace (less than 3 feet deep) should not require an underdrain system provided that foundation wall backfill is well compacted and positive surface drainage is maintained around the building. If the drains are placed, they should consist of drainpipe placed in the bottom of the wall backfill surrounded above the invert level with free-draining granular material. The drain should be placed at each level of excavation and at least 1 foot below lowest adjacent finish grade and sloped at a minimum 1% to a suitable gravity outlet. Free-draining granular material used in the underdrain system should contain less than 2% passing the No. 200 sieve, less than 50% passing the No.4 sieve and have a maximum size of2 inches. The drain gravel backfill should be at least 1 Yz feet deep. Surface Drainage: The following drainage precautions should be observed during construction and maintained at all times after the residence has been completed: 1) Inundation of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backfill should be adjusted to near 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. Free-draining wall backfill should be capped with about 2 feet of the on-site, finer graded soils to reduce surface water infiltration. 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 1 0 feet in pavement and walkway areas. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. 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 services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted. 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. Job No.1 07 0331 -4- 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. If you have any questions or if we may be of further assistance, please let us know. Respectfully Submitted, HEPWORTH • PAWLAK GEOTECHNICAL, INC. I ' Louis E. Eller Reviewed by: Job No, I 07 0331 APPROXIMATE SCALE 111 = 601 ---ROARINGFORKRIVER ~--,__..---- fROM TOP Of SLOPE--I WILDLifE SETBA~ ---I II I LOT3 -I PIT 1 I I I I I I I I I I I I I I I I II I I I I PIT 2 1 1 I I I 1 I I I I I I I I I I I I I I 1 LOT 4 1 I I I I I I I I I I I I I ___ J --1 --------1 ----L --------- STONEFL Y DRIVE 107 0331 ~ LOCATION OF EXPLORATORY PITS HEPWORTH-PAWLAK GEOTECHN!CAL -- LOTS H-PGEOTECH JOB NO. 107 0332 Figure 1 1il " LL .c li " 0 0 5 10 LEGEND: PIT 1 PIT2 WC=7.7 DD=98 +4=77 -200=5 TOPSOIL; organic sandy silt and clay, firm, moist, dark brown. Burnt organics obseNed in Pit 2. CLAY (CL}; sandy, stiff, slightly moist to moist, reddish brown. 0 5 10 GRAVEL (GM}; with cobbles and small boulders, sandy, slightly silty, dense, slightly moist to moist, light brown, rounded rock. 2" Diameter hand driven liner sample. Disturbed bulk sample. NOTES: 1. Exploratory pits were excavated on May 8, 2007 with a Cat 430D backhoe. 2. Locations at exploratory pits were measured approximately by pacing from features shown on the site plan provided. 3. Elevations of exploratory pits were not measured and the logs of exploratory pits are drawn to depth. 4. The exploratory pit locations 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. Fluctuation in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content (%) DD = Dry Density (pcfj +4 = Percent retained on the No. 4 sieve -200 = Percent passing No. 200 sieve 1il <D lL % " 0 107 0331 ~ LOGS OF EXPLORATORY PITS Figure 2 HEPWOR'fl+PAWU\.K GEOTECHNICAL Moisture Content = 7.7 percent Dry Density = 97 pel Sample of: Sandy Silty Clay From: Pit 1 at 1Y2 Feet 0 1 / Compression I upon * 2 wetting c \ 0 ·u; (f> 3 ~ 0. \ E 0 0 4 5 \ 6 \ 7 i\ 8 1\ 9 . 0.1 1.0 10 100 APPLIED PRESSURE -ksf 107 0331 ~ HeDWorth-Powlok Geotechnical SWELL-CONSOLIDATION TEST RESULTS Figure 3 0 w z < I-w 0:: I-z w u 0:: w a.. I HYDROMETER ANALYSIS SIEVE ANALYSIS I U.S. STANDARD SERIES I CLEAR SQUARE OPENINGS .I, H TIME READINGS I 24HR. 7 R 0 45 MIN. 15 MIN. 60MIN19MIN.4 MIN. 1 MIN. 11200 #100 #50 #30 #16 #8 #4 3/8 3/4" 1 1/2" 3" 5" 6" 8" 100 10 20 30 40 50 60 70 80 90 100 001 002 005 .009 019 .037 .074 .150 .300 .600 1.18 2.36 4.75 9.5 19.0 37.5 12.5 76.2 152 203 127 DIAMETER OF PARTICLES IN MILLIMETERS SAND MED~!M COARSE: CtAYTOSILT fiNE COARSE GPAVH COBBLES GRAVEL 77 % SAND 18 % SILT AND CLAY 5 % LIQUID LIMIT % PLASTICITY INDEX % SAMPLE OF: Sandy Gravel with Cobbles FROM: Pit 1 at 4 to 5 Feet 90 80 70 60 50 40 30 20 10 0 (!) z Vi "' ...; a.. I-z w u 0:: w a.. 107 0331 ~ch GRADATION TEST RESULTS Figure 4 Hepworth-Pawlak Geotechnical