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Home My WebLink AboutApplication - PermitI GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 81h Street, Suite 401 , Glenwood Springs, Co 81601 Phone: 970-945-8212/ Fax : 970-384-3470 I Inspection Line: 888-868-5306 www.garfield-countv.com RECEIVED FEB 1 7 Z01t 1 Parcel No: (this informaJ ion is available at the assessors office 970 -945 -9134) 23'13 -203-Q( -Q~~Er,L~~~:-~~ 2 Job 'Y-i~ {ifw~CSSD'iAotMOUD' Acasc eA:&:ff eDect Nmnc~~~OAdteeo ~(6"2..3 3 Lot No: E-3cr Block No: Subd./ Exemption: ASP£~ GL£}J 4 ~He\gT~n8U\~ LAT ~EW,cz Mailing Address: . Ot::l AtOKJ -(0)::.. P~o 5-IS~ ~ll 4 AltPh; SctootJ .w .lll.\1°~ c..rr. - 5 BA~ct~ut.F£10T ~~inlLA}dl9\b \f3f\S 14Cf:C0 Ph:319-bSb5 Alt Ph: - 6 ~~~ginefM t::\ (LUlRO LLC ~ailing Address : CfleCSoJJI,:fl L'::. Ph: Cf 63 -qb43 AJtPh: 5<it) t1}J \ ).) Sf" SUIT£ "'?:>l 0 -7 Sq. Ft. of Building: 40579 Sq. Ft. or Acres of Lot: ~ 560 RC ' Height: 23' No. ofFioors: 3 ' 8 Usc ofBuilding: S. F.~. w\ AIT ACHED GAeJ¥:)E 9 ~G~cnOWOF tJ£ltJ 4 ,0S1a-HOHE: uJ f fOT ACt\$ ~o<&e-G~FC£ 10 Class of Work: "!161ew o Alteration o Addition 11 Garage: Septic: -...r.tAttachcd o Detached oJSDS ~ommuniiY 12 Driveway Permit: ~T ~Ef:DE:O Owners valuation of Work: $ . NOTICE ~. This 11J>Piic:ali011 for a Buildillg Permit must be sigocd by the OwDa of the propcny, described above, or uauthorizcd agcut. lflhc 1ipture below ia Dot that of the Ow_., a sepmate letter of authority, liSJ>Cd by the Owna, must be providal with thiJ Application. l,snl Aesm. A Buildillg Pcnnit QIIDOI be iuued without proof of legal ud edcquate access 10 the property for purposes of inspections by 1hc Bw1dulg DcportmcDt. Other Pennlb, Multiple sepmak pcnnib may be Rquind: (I) S~m Electrical Pcnnit. (2) County IS OS Pcnnit. (3) 111othcr permit Rquin:d for usc on the property idmti&ccl above, e.g. State or C01111ty Hisbway/ Road Acceu or a SWt: Waakwlllct Diacharge PcnniL Vojd fenpis. A BWidil!g Pcnnit becomes null ud void if the work authori=d is nol c:otnmCIICCd within 180 daya of the 11m ofiuiW>CC a~~d if work is IUSpCtldccl or aba~~dollcd for a period of 180 days after ~mDICIICCIDCDL CERTIFICATION I bcrcby =UJY that I have read thiJ Application and that lbc illformatioo cootailled above iJ 1n1e ud =t. lundcmalld that the Building Dcpanmc!lt accepti the Application, alocg with the piiUIS and specifications ud other data aubmiacd by me or on my behalf(&ubmiuals). buccl upon my unification u to acancy. Anumins complcu:ncu of the lubmiuals ud IIJ>Proval of this Application, a Buildins Permit will be issued snmtins pcnnission to IPC, IS Owncr,IO COIU1nld the llniCtUft(a) and lilcilitica dellliled on the submiaall n:vicwcd by the Builclillg Dcp--. lD eoosidcntioa of the iuUaDCC of the Builclillg Pmmit. I aptt that I and my agents will ~mply with provisions oflrll)' federal, state or local law rogulatillg 1hc woric and the Garfield County Builclillg Code,lSDS n:gulalioas ud a pplicablelud usc rcgulalions (County Rcgulalion(&)). I adalowledgc that the Builclills Permit may be IUSpCIIdcd orn:vokcd, upoauotice from the Coumy, if the locaticm, eonslniCboo or use of the structun:(s) ud fiocilaty(ics), described above , an: uot in compliuce with County Regulation(&) or lrii)'Oihcr applicable bow. I bcrcby p1llll palDinioD to the Builclillg Depu~~nent 10 enter the popcny, described abo ve, 10 iDspccr the wotk. I funher ackmwledgc tbat the inU~DCC of the Bw1dillg Permit docs not pn:YCilt the Bwlding Oflicial from: (I) requiring the cona:tio11 of cmJn in the submituls, if Ill)', discoveml after issuancc; or (2) aopping construcUon or usc of the &INCIUI'C(a) or facility(ics) if 1udl is in violatioo ofCounty Regulation{&) or any other applicable law_ RAmew ofthil Application, i.ncluding suhmittah, and impcctions of the work by the Buildillg Dcpanmcnt do 1101 constitute u acecpllllce of responsibility or liability by the Couoty of c:rron, ominions or clis=paQQc&. ~ lhc OWIICI', I ad<nowlodgc that responsibility for compliiiiCC with fedcra~ stale and local laws ud Couaty RcgulatiODS rut with IDe ud my authorized agCIIU, including without limitatioa. my ~hit=t deo igocr, CDgiDcer ar>dl or builder. I ~BY AC~E THAT I HAVE READ AND UNDERSTAND lHE NOTICE~ CERTIFICATION ABOVE: ~ ~) ow~es ~G£).11 •Jz.q I' 1 OWNERS ..SIGNATURE DATE P\C.tn l' _0-11 -\I z. Z5.\\ STAFFUSEONLY ~ \~ $ \L\"1·~-~ )_ <$ z.~~f.o-)9 Special Conditions: Adjusted Valuation: Plan Check Fee: Permit Fee: Manu home Fee: MiscFees: 3~7,89J. 7fo /.512 . ?.b 2.12G . SS ISDS Fee: Total Fees: Fees Paid: Balance Due: _rq '0ue Date: JSDS No & Issued Date: ?,839 .8 1 \LrJ~.~~ 2/'3bb. 59 Setbacks: OCCGroup: Const Type: ·~n(jl) F 3o: R. zo : S' JtJflz,k/J,. .If. C. .I~ BLDG DEPT: I J PLNGDEPT: /tL _,_L. ~,c: ... ~ ~~',// kP..G~~~w -"/' _,._.. APPROVAL DATE , APPROVAL DATE ' 7 I I Garfield County Building & Planning Department 108 8th Street Su ite <101 Glenwood Springs, CO 81601- Phone. (970)945-821 2 Fax: (970)384-3470 Project Addi'I!SI 178 DIAMOND A RANCH RD W CARBONDALE, CO Owner lnfonnatlon Chris & Monica Latkiewicz Contractor(s) Parcel No. 239320301039 Address 5400 122nd Terrace City OK Phone Pennit NO. BLRE!"2-11-191 0 Pe;mit Type: Residential Building Worlc Classification: New Pennit Status: Active Issue Date: 2125/2011 Expires: 08/24/2011 Subdivision Section Township Range ASPEN GLEN FLG 1 Phone Cell 405-751-8114 Primary Contractor Required Inspections: Dan Gruenefeldt Yes Farlnapectlon.call: 1 (888)868-5306 Proposed Construction I Details Single family dwelling on crawl space with an attached garage and covered patio FEES DUE Fee Plan Check Fee Residenti al Building Fee Total: Friday, February 25, 2011 Amount 51,512.26 52,326.55 $3,838.81 Valuation: $ 337,893.76 TotaiSq Feet: 4057 FEES PAID lnv Total Paytype Amt Paid Amt Due lnv # BLRE-2-11·20826 5 3,838 .81 Check# 1034 Check# 1003 51 ,472 .22 52,366.59 $0.00 Inspection IVR See Permit Record Building Department Copy 2 The followine: 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 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. ~ Ow~S FlGOSf ~TURE Bapplicationdeccmber2007 VALUATION FEE DETERMINATION Applicaot Address Date Chris & Monica Latkiewicz Subdivisioo ,..;;1~78~W;;,.o;;;;. "'"'o~iam=o;.;;;nd~A~Ran="-c'"':-h~R~d':"'".~C~-d':"'"al':"'"e--Lot/Biock 2124/2011 Cootrattor ~~~~----------- Finished <Livable Area): Main Upper Lower Other Total Square Feet Valuation Basement: Unfinished Conversion ofUnfinished to Finished Total Valuation Garage/Storage (wood framed) Carport: Total Valuation Crawl Space Total Valuation Decks/ Patios/Porches Covered Open Total Valuation Type of Construction: Occupancy: Valuation Total Valuation .. - 2467 sq.ft 682 sq .ft 908 sq.ft .... sq .ft X $74.68 4057 sq.ft sq.ft X $41.00 sq.ft X $33.68 808 sq.ft X $18.00 sq.ft X $12.00 1437 sq.ft X $9.00 310 sq.ft X $24.00 sq .ft X $12.00 Commercial sf X sf X sf X sf X sf X sf X Aspen Glen Lot E-39 Dan Gruenfeldt 302,976.76 0.00 14 ,544.00 12,933.00 7,440.00 0.00 337,893.76 -... :. Building Plan Review Description of Work: Single family dwelling on crawl space with an attached garage and cc Bin#: Location Address: 178 DIAMOND A RANCH RD W CARBONDALE, CO Case Manager: David Bartholomew Plan Case Number: BLDG-2-11-6736 Parcel: 239320301039 Application Date: 02117/2011 Building / Engineered Foundation !-I {_A . I Driveway Permit / Surveyed Site Plan tJL A • Septic Permit and Setbacks / Grade/Topography 30% / Attach Residential Plan Review List / Minimum Application Questlonnare / Subdivision Plat Notes / Fire Department Review / Valuation Determination/Fees I' Red Line Plans/Stamps/Sticker ~ Attach Conditions ./ Application Signed / Plan Reviewer To Sign Application ,/ ParceUSchedule No. !f/1 40# Snowload Letter -Manu. Homes / Soils Report Con ta c ts Owner: Chris & Monica Latkicwicz Applicant: Chris & Monica Latkicwicz Applicant Phone: 405-75~114 Em aft Planning/Zoning J Property Line Setbacks t/ 30ft Stream Setbacks v Flood Plain ,/ Building height v Zoning Sign-off tJ(A Road Impact Fees JJ/Ir HOAIORC Approval / 7 Grade/Topography 40% Planning Issues 7 < Subdivision Plat General Comments: GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREivtENTS 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 SUBMITTEDFOR 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 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 fmish grade line and 1 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 in compliance with the 2009 IRC, and 2009 IECC. 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 final plat with the proposed structure located within the envelope. Yes ">L 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? Please refer to Section 3-301 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 ----- 3. Does the site plan include when applicable the location of the LS.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent properties), streJAs or water courses? Yes ---tJ Pr 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes X 5. Have you provided any RESOLUTIONS and/ or LAND USE PERMIT(S) associated with this property\? Yes_ill.P. ifYes please provide a COPY. No_'>Z.;:__;;;...._ __ 2 6. Are you aware that prior to submittal of a building penn it 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 Pennit, including a Notice to Proceed; a penn it from the federal government or any combination. You can contact the Road & Bridge Department at 625-8601. See phone book for other agencies Yes ~ 7. 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 '1'- 8. 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 x:_ No ----- 9. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits? Yes ~ No ----- 10 . 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 '>'- 11 . Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes 'l-L 12. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes ~ 13 . Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes '>'- 14. 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 usually not to exceed 25 feet) Yes >'- 15 . 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 ------- 3 16. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes _____ No J( 17. 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 >( 18. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes X. 19. 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 nonnally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? Yes ;.L No ______ _ 20. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes ">L 21. 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 ')L. 22. 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 \I.. 23. Will this be the only residential structure on the parcel? Yes ')f. No Ifno-Explain: ______ _ 24. Have two (2) complete sets of construction drawings been submitted with the application? Yes ')L... 25. Do you understand that the minimum dimension a home can be on a lot is 20ft. wide and 20ft. long? Yes ~ 4- 26. Have you designed or had this plan designed while considering building and other construction code requirements? Yes ~ 27. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes ¥- 28. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes Y- 29. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes '=....:(. 30. 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 ~ 31. 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 7:30a.m. to 3:30p.m. Monday through Friday. Inspections are to be called in to 888-868-5306. Yes 'I-No ------ 32. 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 ...,.L 33. 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 ">'- 34. 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 )c( 5 35. 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 -L. 36. Are you aware, that on the front of the Building Permit Application you will need to fill in the ParceVSchedule Number for the lot you are applying for this permit on prior to submittal of a building permit application? Your attention in this is appreci~ted. Yes ~ 3 7. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes '-,L.-(please check with the building department about this requirement) 38. 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 permit? Yes )(.__ 39. 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 Certificate of Occupancy? Yes "">(_ ----- 40. If you anticipate obtaining a water tap from the City of Rifle, please provide a letter indicating that the City will provide water service. No building permit application will be accepted without such a letter. ( f\.. Yes \J )JI I hereby acknowledge that I have read, understand and answered these questions to the best of ~ OLU~/2'> fl«IJI I l£_qiH Signature of Owner Date Phone: ~19-bSbS (days); _9_b_3 _-4_9_l _g __ (evenings) ProjectName: L A\K\8.1)\CL-~ES\Df.}JCE P.rojectAddress: \ \~ w . D,\AMO}JD fi-eA m t ~D < ASPE]J Gl£t0 6 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. bpminreqsf1un20 10 7 .... GARFIELD COUNTY BUILDING REQUIREMENTS Codes: 2009 IRC, me, IFGC, IMC, IPC, 2009 IECC. Setbacks: Check subdivisions and zone district for setback requirements. Snowload (measured at the roofl Not ground): 40PSF up to 7000ft. elevation. Seismic design category: B SOP SF 7001 ft to 8000ft. 75PSF 8001ft to 9000ft. IOOPSF 9001 to IOOOOft. Weathering probability for concrete: Severe. Termite infestation probability: None to slight. Wind speed: 90mph. Decay probability: None 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 16over 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: Windows/doors U=.35, Skylights U =.6, TBL 402.1.1, 2009 IECC. Minimum R-Values: • Ceilings/roofs R values are R-38 stick built structures. R38 log construction and steel rafter construction. • Walls R values are R-20 wood frame . See Table 402.2.5 2009 IECC for steel framing • Floors R-values are R-30 or enough to fill cavity. • Basement wall R-values are R-1 0 /13 . • Slab perimeter R-values and depth is R-10/24in. • Crawl space wall R-value are RI0/13 . If floors over crawl space 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-20 insulation. Common ceiling/floor garage to house must have R-20. Take precautions to protect plumbing in these areas. 8 GARFIELD COUNTY DRIVEWAY PERMIT REQUJREMENTS Inf01·mation required by Garfield County Road & Bridge for da·ivcway pea ·mits or exemption letters: )> Stnte your r·equcst (driveway permits vs. excmplion). )> Legal description; lot & blocld# pr·cfcn·ed, meets & bounds if necessary )> Pint or sketch, showing driveway location nnd nny easements (must show nenresf County Road and be easily readable). )> Owner of record (ns nppenrs on the tax roll). )> Owner's mniling address, phone, fnx (&cell if npplicnble). )> Subcontractor· (if npplicnble) with contnct person,ntldrcss1 phone, fnx & cell. )> Be prepnrcd to show your property pins/comers. Quick reference gui£1eline for new or change of use (h·ivcways: )> Only one access per parcel (unless demonstrated need) )> 90 degree intersection with County road for first 30 feet )> 3 % maximum grnde for first 30 feet )> 4" thick hot asphalt/concrete apron if County road is paved. )> 300 feet visibility in both directions )> Corrugated steel culvert if a road ditcl1 is crossed (15" min, no plnstie or aluminum) )> Driveway runoff must not reach County rond! ~ Obtain permit before commencing work, pay fee & sign, keep on site )> Complete the driveway within 30 days of pulling pem1it. DO NOT DELAY/ Contact: Road & Bridge Main Office: 0298 CR 333A, (Hunter Mesa Rd), Rifle, Co 81 650 -Ph 625-860 I. Office hours arc 7 :00am to 4:00pm Monday through Friday. The Rond & Bridge office will issue the permit. It can be picked up at the above address, or f.1xed upon receipt of payment. Payment can be made with a check or credit card. -· 1. Pem1it Owner : Garfield County Road & Bridge 0298 CR 333AJ/PO Box 426 Rifle, CO 81650 PH: 970-625-8601 FAX: 970-625-8627 roadaudbridge@garfield-county.com Driveway Permit Check Off Form 2. Mailing Address: L-------------------------------~ 3. City: Carbondale 81623 D Glenwood Springs 81601 D New Castle 81647 D Silt 81652 D Rifle 81650 D Parachute 81635 D Other I I 4. Phone No:! I FaxNo: I I 5. County Rd. No: 6. Nearest Intersection or address: 7. Distance froq1 Int. or address: 8. Direction from Int. or address: N wD wD D 100-foot D 9. Side of road: 10. Width of driveway: 30-foot D 40-foot Other:'--'--------------------' 11. Culvert required: Yes D NoD 12. Size of culvert required: 12-inch 0 15-inch 0 18-inch D Other: I 13. Length ofculvett required: 30-foot 0 40-foot Oothe•f I 14 . Asphalt or cot1crete pad required: Yes 0 No D 15 . Size of pad: 30-foot wide X 10-foot long X 4 inches thick: Yes D 40 -foot wide X 10-foot long X 4-inches thick: Yes D 100-foot wide X 20 -foot long X 4-incbes thick: Yes 0 Other:! L.. ------------------~ 16. Gravel portion required: .Yes D 17. Length of gravel portion: 40-foot D 50-footO 100-foot D 18. Trees or brush removed for visibility: Yes 0 No D 19. Distance and direction from driveway to be removed: 20. Driveway must be no more than 3% slope away from County road. 21. Drive must be constmcted so no drainage accesses County road from driveway. 22. Certified traffic control required: 23. Work zorte signage only required: YesO Yes O 24. Stop sign required at entrance to County Rd. Yes D No No No D D D 25 . Inspection of driveway will requi red upon completion and must be approved by person issuing permit or representative of person issuing petmit. 26. Person Requesting Penn it: I ~==============~ 2 7. Person issuing permit: 28. District permit issued in : 30 29. Date checklist completed:L..I ______________ _. .. BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY CERTIFICATION AND AFFIDAVIT REGARDING ILLEGAL ALIENS The Contractor, 1·1hose name and signature appears belo1·1, certifies and agrees as follot~s : 1. The Contractor shall comply \·lith the provJ.sJ.ons of C.R.S. 8-17.5-101 et seq. The Contractor shall not knot1ingly employ or contract 1-1ith an illegal alien to perform \'tork for the Board of County Commissioners of Garfield County, Colorado ("BOCC") or enter into a contract t·lith a subcontractor that kno1-1ingly employs or contracts 1·1i th an illegal alien. 2. The Contractor represents, warrants, and agrees that it has verified that it does not employ any illegal aliens; that it has participated or attempted to particip~te in the Basic Pilot Employment Verification Program administered by the Social Security Administration and Department of Homeland Security; and othertdse shall comply Hith the requirements of C.R.S. 8 -17.5-102(2) (b). 3. The Contractor shall comply ,l·li th all reasonable requests made in the course of an investigation under C.R.S . B-17.5-102 by the Colorado Department of Labor and Employment. If the Contractor fails to comply with any requirement of this provision or C.R.S . 8-17.5-101 et seq., the BOCC may terminate Hork for breach and the Contractor shall be liable for actual and consequential damages to the State . 4 . If the Contractor is a sole proprietor, the undersigned hereby S\'lears or affirms under penalty of perjury under the laws of the State of Colorado that (check one) : ~ I am a United States citizen, or I am a Permanent Resident of the United States, or I am lat·tfully present in the United Stat es pursuant to Federal law. I understand that th i s s~1orn statement is required by lat·t because I am a sole proprietor entering into a contract to perform Hork for the BOCC. I understand that state latoJ requires me to provide proof that I am lawfully present in the United States prior to starting 1·1ork for the 130CC. I further ackno1dedge that I 1·lill comply \~ith the requirements of C.R.S. 24-76.5-101 et seq. and will produce the required form of identification p r ior to starting Hork. I acknot·tledge that making a false, fictitious, o r fraudulent statement or representation in this s1·1orn a ffidavit is punishabl e u nder the criminal lat'IS of Colorado as perjury in t h e second degree under C.R.S . lB-8-503. CERTIFIED and AGREED to t his~ day of "J'AUJf'ey' CONTRACTOR: I~iqr4tion Affidavit (OB/06) Final EXHIBIT 5b~-9Z-210l FEIN or Social Security Number Title Frot~. 01 /27 /2011 11 J4 January 26. 2011 Attn: Garfield Buildin2 and Plaonine Dept. We, Chris and Monica Latkiewicz, authorize Dan Gruenefeldt of Grueoefeldt Construction to sign the building permit for our new home being constructed on Lot E-39 in the Aspen Glen Subdivision. #660 P.001/001 0 FEE ESTIMATE FOR S/F STICK BUILT HOMES (ALL FEES ARE ESTIMATES UNTIL FINAL PLANS ARE REVIEWED) Applicant: Job Address: Subd-Lot/block: FINISHED LIVING SPACE: 1051 sf X 74.68= s 02 917.00 UNFINISHED BASEMENT: -sf X 41.00= CRAWLSPACE: ( 4-37 sf X 9.00= 1-z. Cf?~ GARAGE: 9dYJ sf X 18.00= rt1,s4-4- UNCOVERED PATIO/DECK: sf X 12.00= COVERED PATIO/DECK: 31() sf X 24.00= 7440 c IISC: MISC: TOTAL VALUATION: THIS SECTION WILL BE DETERMEND BY GARFIELD COUNTY BUILDING & PLANNING PLAN REVIEW FEE: PERMIT FEE: TOTAL: PERMIT: SEPTIC= PERC: ( David Bartholomew From: Sent: To: Subject: Attachments: Karen Weiser [karenw@hpgeotech.com] Thursday, February 24, 2011 8:57AM David Bartholomew Lot E-39 Aspen Glen 110358A(11-11-10) Subsoil Study signed .pdf As per Dan Gruendefeldt, Please see attached subsoil study for Lot E-39 Aspen Glen. If you have any questions please call Thank you Karen Karen Weiser Administrative Assistant Hepworth-Pawlak Geotechnical, Inc. 5020 County Road 154 Glenwood Springs, CO 81601 Pbone: 970-945-7988 Fax: 970-945-8454 www.bpgeotech.com 1 ~tech HEPWORTH-PAWLAK GEOTECHNICAL November 11,2010 Monica Latkiewicz cmlatk@gmail.com Hepwonh-l'.m l:tk Ge,>tl'Chnic.tl, Inc. ')020 Lount \' lt•1ad 1 'H lJ I em"~ ,,1 ~!''in!!'· Cnl. >l.ld•• ,:.; I (,0 I Pbono:: 970 945-7Y>lS Fax: 970·1Jolj.g.f)4 ~nut! hpgcll'ghr~c·•rn.h Llllll Job No.ll 0 358A Subject: Subsoil Study for Foundation Design, Proposed Residence, Lot E-39, Aspen Glen, 178 W. Diamond A Ranch Road, Garfield County, Colorado Dear Ms. Latkiewicz: 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, 2010. 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 partial basement and partial crawlspace with an attached garage. The residence will be located on the site as shown on Figure 1. Basement and garage floors will be slab-on-grade. Cut depths are expected to range between about 3 to 8 feet. Foundation loadings for this type of construction are assumed to be relatively light and typical of the proposed type of construction. If building conditions or foundation loadings are significantly different from those described above, we should be notified to re-evaluate the recommendations presented in this report. Site Conditions: The site is vacant of structures and vegetated with grass and weeds . The ground surface is relatively flat with a slight slope down to the northwest. Subsidence Potential: Bedrock ofthe Pennsylvanian age Eagle Valley Evaporite underlies the Aspen Glen Subdivision. These rocks are a sequence of gypsiferous shale, fine-grained sandstone and siJtstone with some massive beds of gypsum and limestone. There is a possibility that massive gypsum deposits associated with the Eagle Valley Evaporite underlie portions of the lot. 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, broad depression areas and several sinkholes were observed scattered throughout the Aspen Glen Subdivision. The nearest sinkholes are 700 feet to the southeast and 600 feet to the north and northeast of the subject Jot. These sinkholes appear similar to others associated with the Eagle Valley Evaporite in areas of the Roaring Fork River valley. The site is mapped as being located about 150 feet north of P<~rker 303-841-7119 • Cu\or.1Jo Spnngs 719-633-5562 • Saherrhurne 970-468-1989 -2- the northern edge of a broad depression area possibly related to old ground subsidence (Chen-Northern, Inc., 1991). Sinkholes were not observed in the immediate area of the subject lot. No evidence of cavities was encountered in the subsurface materials; however, the exploratory pits were relatively shallow, for foundation design only. Based on our present knowledge of the subsurface conditions at the site, it cannot be said for certain that sinkholes will not develop. The risk of future ground subsidence on Lot E-39 throughout the service life of the proposed residence, in our opinion, is low; however, the owner should be made aware ofthe potential for sinkhole development. If further investigation of possible cavities in the bedrock below the site is desired, we should be contacted. Subsurface Conditions: The subsurface conditions at the site were evaluated by excavating two exploratory pits at the approximate locations shown on Figure l. The logs of the pits are presented on Figure 2. The subsoils encountered, below about 6 inches oftopsoil, consist of silty sandy gravel with cobbles and small boulders. A 6-inch thick clay layer was observed in Pit 1 above the gravel soil. Results of a gradation analysis performed on a sample of sandy gravel with cobbles gravel (minus 5 inch fraction) obtained from Pit 1 are presented on Figure 3. 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 of3,000 psffor support of the proposed residence. The sandy clay soils tend to compress after wetting and should be removed from beneath proposed footings. Footings should be a minimum width of16 inches for continuous walls and 2 feet for columns. Loose or disturbed soils and 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 rc:inforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 10 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 pcffor the on-site soil as backfill. A representative ofthe geotechnical engineer should observe all footing excavations prior to concrete placement to evaluate bearing conditions. Floor Slabs: The natural on-site soils, exclusive of topsoil, are suitable to suppo~ 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 Job No.I I 0 358A -3- aggregate with less than 50% passing the No. 4 sieve and less than 2% 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 granular soils devoid of vegetation, topsoil and oversized rock. Underdrain System: Although free water was not encountered during our exploration, it bas been our experience in the area that local perched groundwater can develop 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, crawlspace and basement areas, be protected from wetting and hydrostatic pressure buildup by an underdrain system. The drains 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 drywell or sump and pump. 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 ~ feet deep. Surface Drainage: The fullowing drainage precautions should be observed during construction and maintained at all times after the residence bas been completed: 1) Inundation ofthe 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 reconunend a minimum slope of 6 inches in the first 1 0 feet in unpaved areas and a minimum slope of3 inches in the first I 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 I 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) Job No.I I 0 358A -4- developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted. Our fmdings 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 teclmical 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 geoteclmical engmeer. If you have any questions or ifwe may be of further assistance, please let us know. Respectfully Submitted, HEPWOR . H-PAWLAK GEOTECHNICAL, INC. Louis Eller Reviewed by: Job No.I I 0 358A APPROXIMATE SCALE 1" = 40' LOTE40 110358A DIAMOND A RANCH ROAD -___ .., ' ......... _.-.--~------- ' ' ' -, LOTE39 ' ' ' -------l • PIT1 I I I I I / ./ ~ \ ) I I_ PROPOSED RESIDENCE lr\ /-1 ' I J I I I I I 1./ ----PIT2. I I \ I L __ BUILDING S~ACIU.INE§_ j \ ----- I \ \ \ \ -6026 6026 \ t' ',_ I '6Q ---~a ...... ...... ...... ...... I ...... I / I GOLF COURSE LOT E38 LOCATION OF EXPLORATORY PITS Rgure 1 i) If I .c iS. 11) 0 0 5 10 LEGEND: PIT1 ELEV.= 6026.51 I +4 •59 : -200=5 TOPSOIL; organlc sandy silty clay, soft, moist, brown. PIT2 ELEV.= 6027.51 CLAY (CL); s ilty, sandy, medium stiff, slightly moist, reddish brown. 0 5 10 GRAVEL (GM); with cobbles and boulders, sandy, slightly silty, dense , slightly moist, light brown, subrounded to rounded rock. 2" Diameter hand driven liner sample. Disturbed bulk sample. Practical digging refusal. NOTES: 1. Exploratory pits were excavated on November 4, 2010 with a Caterpillar backhoe. 2. Locations of exploratory pits were measl.fed approximately by pacing from features shown on the site plan provided . 3. Elevations of exploratory pits were obtained by interpolation between contours shown on the site plan provided. 4. The exploratory pit locaUons and elevations should be considered accurate only to the degree impli ed 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: +4 • Percent retained on the No. 4 sieve -200 • Percent passing No. 200 sieve Qj Q) u. I .c iS. Q) 0 110 358A LOGS OF EXPLORATORY PITS Figure 2 8 z ~ w 0:: 1-z w 0 0:: w a.. I HYDROMETER ANALYSIS I SIEVE ANALYSIS CLEAR SQUARE OPENINGS 7 HR liME READINGS U.S. STANDARD SERIES I 0 ~~ ~. 15 Mfl. 60MIN19MIN .4 MIN. 1 MIN. #200 #100 #50 #30 #16 #8 #4 3/W' 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 QAY'IOSI.T GRAVEL 59 % LIQUID LIMIT .037 .074 .150 .300 .600 1.18 2.36 4.75 9.5 19.0 37.5 76.2 152 203 12.5 127 DIAMETER OF PARTICLES IN MJWMETERS SAND 36% SILT AND CLAY 5 % PLASTICITY INDEX SAMPLE OF: Sandy Gravel with Cobbles FROM: Pit 1 at 5 to 7 Feet 90 80 70 60 50 40 30 20 10 0 (!) z u; Ul < Q. 1-z w 0 .0::: LIJ a.. 110 358A ~ GRADATION TEST RESULTS Figure 3 HIIDwarth-Pawlak Geotechnical ~tech HEPWORTH-PAWLAK GEOTECHNICAL March 7, 201 I Monica Latkiewicz cmlatk ta ,!!mat l.<:cl!.!} llq'·" ,,!])41\, ... I.,L·l~uttnlluhJJ. J.11. '""'0 ,,. l Utili I\ 1\.1.111 )~J \.~t :'" •'t~-tl ~..:poutr,!~. L .. olu1.lc(,, ~~ hOJ l'l.um 1 ,-i·H.'I~~·r'l f.t:. 1." <~iH•II~-~If-1 Job No. II 0 358A Subject: Observation of Excavation, Proposed Rcsidem:e, Lot E-39, Aspen Glen, 178 W. Diamond Runch Road, Garfield County, Colorado Dear Ms. Latkiewicz: As requested by Dan Gruenefeldt, a representative of Hepworth-Pawlak Geotechnical, Inc . observed the excavation at the subject site on March 4, 20 I I to evaluate the soi Is exposed for foundation support. The findings of our observations and recommendations for the foundation design are presented in this report. We previously conducted a subsoil study for design of foundations at the site and presented our findings in a report dated November I 1, 20 J 0, Job No. II 0 358A. Our services were performed in addition to our agreement for geotechnical services letter to you dated October 7. 20 I 0. At the time of our visit to the site, the foundation excavation had been cut in two levels from 2 to 13 feet below the adjacent ground surface. The crawlspace area on the east side ofthc building area had been compacted and was covered with insulating blankets. The e xcavation for the basement level was nearly completed at the time of our site visit. The soils exposed in the bottom of the excavation consisted of dense, sandy gravel with cobbles and boulders up to 3 feet in size. No free water was encountered in the excavation and the sods were slightly moist. The soil conditions exposed in the excavation are consistent with those previously encountered on the site and suitable for support of' spread footings designed for the recommended allowable bearing pressure of 3,000 psf. Loose and disturbed soils should be removed in the footing areas to expose the undisturbed natural gravel with cobble soils . The bearing soils should be protected from frost and concrete should not be placed on frozen soils. Other recommendations presented in our previous repon which arc applicable should also be observed. The recommendations submitted in th is letter are based on om ohservat ion of th e soi ls exposed within the foundation excavat io n and the previous subsu rface exploration at the Monica Latkiewicz March 7, 2011 Page 2 site. Variations in the subsurface condirions below the excavatiOn w uld increase the risk of foundation movement We should be advised of any variations encountered in the excavation conditions for possible changes to recommendations contained in this letter. If you have any questions or need further assistance, please call our onice. Sincerely, HEPWORTH -PAWLAK GEOTCHNICAL, INC. DEH/ksw cc: Gruenefcldt Construction -Attn: Dan Gruenefeldt dan(a l!rtl~n~fcldt.l:om Job No 110 35HA Permit Card Garfield County Building and Planning Department 108 8th Street, Suite401 Glenwood Spnngs, CO 81601 Phone· (970)945·8212 Fax: (970)384-3470 POST ON SITE PermitNO. BLRE-2-11-191 0 Expires: 08/24/2011 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 structure, the permit may then be revoked by notice from the County Building department and IMMEDIATELY BECOME NULL AND VOID. Residential Building Parcel #:239320301 039 Owner's Name: Chris & Mon ica Latkiewicz Job Address: 178 DIAMOND A RANCH RD W CARBONDALE, CO Contractor(s) Phone Dan Gruenefeldt Primary Contractor Yes Inspection Scheduling Code ln!5pectioii -~~-:~ ~ p.·~· l 1\ffl.f' , Comm·ents Footers h1P~~ tfj rele. o/< Foundation Walls ;t "J~A t'? /(_ Framing hJr~! '"'CJ)~ Drywall ~'l!i~ Final f'1i5" .... ,=-".1 (J/( Mise ,'1f~ ~ -.. - Insulation ~--!~t ~-i~ ~· /(_ I Grout ~ .. ~~ Owner's Phone: 405-7 51-8114 Total Square Feet: 4057 Work Description: Single family dwelling on crawl space with an attached ga rage and covered patio ~:' Pass ' Y·1l 'r· Date ~ ;s ... 9 ... JI I ~ 3-l'l_--ff ' ~1 6-.3-11 ~tU ih ~/5-1/ .M--~ 5'~~-// 7"7V ..... .a .-o/1..._ ///.1 6 --Jo-1/ Mechanical . -::::.:::.. rJ ~~ /J)J JI j -. ~/ e.tr'-4S -f.,-fi.1Jh ~ UG Plumbing I.~~ t?/L__ 77/f'.?-I lr3 -;J "'?. Rough Plumbing lt?.i !P .. 0/<.. ~ 6-.S-11 Gas ~~~.--7 .,.. l i··~~~· Ci-< ~ b-:;;..-1/ ADDITIONAL INSPECTIONS MAY BE REQUIRED POST THIS IN CONSPICUOUS PLACE WHEN CONSTRUCTION IS STARTED For Inspections Call : 1·888 -868-5306