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Application - Permit
Garfield County Building & Sanitation Department 108 Kh Street, Suite #401 Glenwood Springs, Co. 81601 Office-945-8212 Inspection Line-384-5003 I NO. 10145 I J ob Address QfoC) y (_ (}jl~ 6r:. C_ 'del_ NatureofWork Building P ermit La± 54 CaDl~:BOJ()~ VJ-..~ useof Building 3/f' r 1-:Jt o.U~C3>Jo .. er-'\Y~S Owner ~~~ad t l L: c_ Contractor 0 ~ Amount of Pe rmit$ L\\43. / S Date l Q -3-t:J b f c;>3ct t -~~d --aY--~4-- Clerk Kfdo.JL - Permit No: GARFIELD COUNTY BU ILDI NG PERMIT APPLICATION 108 8'" Street , Suite 401, Glenwood Springs, CO 8 1601 Phone: 970·945·8212 I Fu: 970·384·3470 I Ins p ection Line: 970·384·5003 }O J l/ :s' Parce l/Schedule No: t.~\~'?'l.o'-1 <?~~\ LA (2.~ .. :?Pv (l_ Qt'l. (p.~ ~/C.y Block No: ;}___ G 7 8 9 10 11 12 I Special Conditions: NOTICE A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE I SSUED BY THE STATE OF" COLORADO. TillS PERMIT BECOMES NULL AND VOID IF" WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WlTHLN 180 DAYS. OR. IF" CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF" 180 DAYS AT ANY T IME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLI CATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNI NG THIS TYPE OF WORK WILL BE COMPLETED V.'ITHIN WHETHER SPECIF"IED HEREIN OR NOT. THE GRANTING OF A PERM IT DOES NOT PRESUME TO GNE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CO~~RUCTION OR TH. E PERFORMANCE OF CO~CTI O~ /} f7 / _f{"-31 ~ 0 ,k '\2 e?'-o~t4-c.--- 0 Alteration Addition 0 Move On-Site Sewage Disposal o Remove 0 Single 0 Double Adjusted Valuations: S Plan Check Fee: Permit Fee: ?511. \ Dated Permit fssued: Const. Type: Setbacks: ISDS No. & Fee: ~ AGREEMENT t:? PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER. CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIF"ICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF" THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WlTH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORflY GNEN LN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES TIIAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED \\'ITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE. THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOI D. THE ISSUANCE OF A PERMT BASED UPON PLANS. SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQU I RING THE CORRECTION OF ERRORS IN SAID PLANS. SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN I N VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS J U RISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBI LITIES OR LIABLITIES BY GARFIELD COUNTY FOR ERRORS. OMISSIONS OR DISCREPENCIES. T H E RESPONSI B ILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY V.'ITH THE ARTICTECT. DESIGNER. BUILDER. AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATNE AND IN SUPPORT OF THE OWNERS LNTEREST. !It I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE IINITIAL): , ~~~ 7d~ 3?t1D· ~ ~ tel o LJ-. 'i>~ \ D-~-Dlo :=#:-t--f...-R-rYI~ ~I 2-5 Ch 313d ,, The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical In spector; 2. Permanent address assigned by Garfield County Building Departmen t posted where readily vis ible from access road; 3. A fini shed roof, a lockable house, complete exterior siding, exterior door s and wind ows ins talled , a complete kitchen with cabinets, a s ink with hot & cold running water, non-a bsorbent kitchen fl oor coverin gs, counter to ps and fini s hed walls, read y for stove and refrigerator, all necessary plumbing ; 4. All bathrooms mu s t be complete, with washbowl, tub o r s howe r, toile t s tool, hot and col d running water, non-abso rbent floors and walls finished and a privacy door; 5 . All s teps outside or inside o ver three (3) steps must have handrail s, guard ra il s on balconie s o r decks over 30" high constructed to all me and IRC requirements; 6. Outside grading done to where water will detour away fr om the bui ld ing; 7. Exceptions to the outside steps, decks and grading may be m ade upon t he demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will no t be i ss ued un til all the required items are completed and a final in spection made; 8. A final inspectio n s ign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire Di s tri ct, a nd/or State Agencies where applicable. A CERTIFICATE OFOCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OFOCCUPANCY (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 unders tand and agree to abide by the above conditions for occ up an 'iy~s; l{~ issuance of a Certificate of Occupancy for the dwelling under building permit # I '-'I s-- ~;;1 ·. Signature -=¥~ B papplicationfeb2006 $?' -3J -o6 Date VALUATION/FEE DETERMINATION ~~J~QQ Date , -w ~ Finished (Livable Area): Main 1813 Upper /~7 Lower /08Z Other 1 ?J--- Total Square Feet tf70/ Valuation Basement: Unfinished Conversion of Unfinished to Fin is hed Plan Check Fcc for Conversion Valuation Gara~ Valuation 710 'i t8 Crawl Space: Valuation Decks/Patios : Covered f Valuation /0 'f 2~ Open Subdi vision Lot/Block Contractor 5fs~ ?~ ~ , !f ,5-h-t W\ft G r0fru_cl\olf'... ., 7~ !1. = 35}()?0,.~ l {2, 78 () r- '::.. .... ~ 241~ Valuation 1'1A ~ ~4 ~ lZ -43'g ~ Total Valuation 370/111.68 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 penn it application and expedite the issuance of a penni! it is important that complete infonnation 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 penni! issuance and in proceeding with building construction. The owner or contractor shall be required to provide this infonnation before the plan review can proceed. Other plans that are in line for review may be given attention before the new infonnation 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 detennine 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 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. I. 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 V 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 penni! on is located on a comer lot. Special setbacks do apply. Yes <../ 3. Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? Yes V 2 4. Does the site plan indicate the location and direction of the County or private road accessing the property?/ Yes V ---'---- 5. 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 ~ 6. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes V 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits? Yes ~ 8. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and wind loads? Yes ~ 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes //'" 10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof raft~ or joists or trusses? Yes __ ---"Cv ___ _ 11. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes ~ 12. 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 V ~-·····-··----- 13. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or phase II EPA certification? Yes No V 6/1-5 ~f'u!ftVc.IES 1!)/f/L}j 3 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? 1 /;; Yes No V fV( A- 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 V No ------- Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes V 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? """"""" J/J .., Y / N )t1g-c;rj7HVIGM ;<:.oO• • es t/ o 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 v' No ------ Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? The building permit application will not be accepted without it. Yes 1/ No _____ _ Will this be the only residential structure on the parcel? Yes V No Ifno-Explain: ------- Have two ;zomplete sets of construction drawings been submitted with the application? Yes Do you understand that the minimum dimension a home can be on a lot is 20ft. wide and 20ft. long? / Yes, _ __,t/'-----No ____ _ 4 24. Have you designed or had this plan designed while considering building and other construction cofle requirements? Yes V No ~~~~- 25. Do your plans comply with all zoning rules and regulations in the County related to your properties zonydistrict? Yes ,L_ No ____________ _ 26. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by )he Garfield County Building Department? Yes V No __________ _ 27. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes ~ No ____ _ 28. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your building permit? Yes V No ____ _ 29. 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 384-5003. Yes V No~---- 30. 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~---~ 31. 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 L building? Yes No. __________ _ 32. 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 /L__ No ______ _ 5 33. 34. 35. 36. 37. 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. Co..Jr'""-"te 0 ~ z~ 3Cf CG?CfSFF l:?fb<-C># Yes V: No J ?J """-...,.v,-PtrC•~S~if71!.j' p R t t/ ;t-77S 1\. () V'"V'-' N 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 oj.applicable inspection. Yes tL:_ No. ______ _ Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel 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 ______ _ Do you know that the local fire di~ict may require you to submit plans for their review of fire safety issues? Yes .~ No (please check with the building department about this requirement) 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 '? "c~ perm1t. V -res _ _:__ __ I hereby acknowledge that I have read, understand and answered these questions to the st of my ability, )5 -..JJ-D ~ Date Phone: 't'Jo -(;j'i5-6(}...;;LC (days); 12o" Cf,J-2-9oo7' (evenings) . Project Name: S ,r!c.wo fi."',o!P{ ~'o"',.Jc.-6 -U(2.t.t$-ti ~c.J L..-3'-l Project Address: (;, 'Z.c.\ {r,ff) Ug,ot.?{0f2-. Qtz_ LNZ.P..o...J OA• g:, ( u Notes: If you have answered "No" on any of the questions, you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application 6 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. BpminreqFeb2005 7 PLAN REVIEW CHECKLIST Applicantrg ~~ L£c Date '/-25-cfe Building ~neered Foundation ~Driv eway Permit _Lyed Site Plan ~~ k.S eptic Permit and Setbacks ~opography 30% · Lh Res idential Plan Review List __ Minimum Application Questionnaire ~i vis i on Plat Notes P,ning/Zoning --'..LFroperty Line Setbacks __jJJ__30ft Stream Setbacks IJ•k Flood Plain \lLBuilding Height 21 I /Zoning Sign-off A{. If. Fire Department Review ~ 64(i::ll.f. f."~· __ Planning Issues dvalu ation Determination/Fees ~ine Plans/Stamps/Sticker ~Co ndi tions ~ati Signed ~·a~viewer To Sign Application ~eel/Schedule No. _jj_Jr_ 40# Snow load Letter-Manf. Hms. / Soil s Report GENERAL NOTES: __ Subdivision Plat Notes cerise ranch design revie-w board T<..l : f rom: CC : Dare : f<c. V ia : ' I Richard Stu mfp ...,...r_,.(f\ 0--~-....... Terri -Ann Giand omen ico ~ J ell Spanel. A rt Kl ein stein, C eris e Ranch P0A, Fi 1e 09-26-06 Cerise Ranch Lo t ff34 US Mail memorandum Wintergreen Horn e s. LLC 4080 I 0S Highway 6 Suite 203 PO Box 1530 AvO I'l Colorado 81620 97 0/949·41 20 Fox · 9 70/949 -9940 Th a nk y ou for your submitt a l. Th e Cerise Ranch o r~B 1'1a s complet ed reviewing you1 submittal p a ckage, drawings, ca talog shee rs, a no co lo rs . All have been reviewed and appr o ved fo1 permitti ng. We have enclosed a starnpe·d "revi ewed" se! for your f iles . We are keeping o ne o riginal stamped for o ur files and one goes to t he POA . During cons tru c t io n please keep in m ind the following items: 4 .3.5 Vehicles and Pa rking 5 Vehic le s for use durir.g consflu..:tion a ctiviti es sha ll confo rm :o ail provis iOns o f the Covenan ts ond G arfie ld County require ments . Veh icles or c ons truc ti o n equipment s11ail not b e store d on site . Pa rk in g for c on struction workers vehi c les is limited to the io !. .1\t no tim e w ill parking b e allowed on the streets o r on adjacent :o ts. 4.3.6 Construc ti o n Eq uipment. Materials . Trash ond Dogs Temporary placement o f cons tru c tion equipment on site w ill o e ollowect. t1 o wever st orage c f construction equipment beyon d the duration of need for such equipment to be o n ~ite sh all be prot1 ibiled. Temporary storage of building ma terials on site shal l be allowed in th e opprovecJ te mporary staging a rea. The site shall be kept free of cons truction debris at ail times. T€1mp o ra ry p lacement of debris on sit e shall b e contained within a dumpste r locate d in the approved stag in g area. Dogs and o ut door radios shall not be a llowed on the cons truction site at any lime. 4.3.7 Dust . Noise and Hours o f Const ruction Th e Contractor sha ll lake precautions as necessar y to abate dust generat ion due to construction activiti es a t all times -there will be zero toleranc e tor fugitive dust. The Contracto r shall toke precauiions as necessary to abate excessi v e noise generation of all times. ·n1e u se o f explosives on the constru ction site Is p ro t1ibiled . If required. use o f driven stee l foundati on piles shal! be subjec t to approva l by the ORB prior to the srart of const ruction. Construction activities shall only CJCCu r during the hours o f 7:00 A. M . to 7:00P.M ., Monday through Friday. and 8A .M . to 5 :00 P.M . on Saturciay unl0ss wr1 1t en authorizatio'1 fro m the ORB is secured for extended or weekend hours . If furtller information is required . please d o n o t he sitate to c o ntact Terri -Ann Giandomenico (970) 37 6-2263. Richard Stumfp 245 Riverside Drive Basalt CO 8162 1 (970) 6 18-67 67 rhis docu ment may conta in PR.VIL EGEQ ana/or COf\!F IQF;NTIAI, t'fo nril:::rio n intended ONLY for the ,,se of the specific indivi dual o r entity n amed abo ve. if yoL a re no t the inlen oed recipient, you are hereby no::tied th at any unauthorized d issem ination or c opying o f tf-J:s dOCLmen t or the information contained in it is stri ctly p roh ibited. If you h o ve re ceived th is doc v m en : in err o r. p ·ecse notify the sender a t once by tele p hone and return 1he original docume n t to !he a bov e add res$ via t:~e US Po ~ta l SeN1ce. Th o 'lk yov. ~tech HEPWORTH-PAWLAK GEOTECHNICAL SUBSOIL STUDY Hepworth-Pawlak Geotechnical. Inc. 5020 County Road 154 Glenwood Springs, Colorado 81601 Phon" 970-945-7988 Fax' 970-945-8454 email: hpgeo@hpgeorech.com FOR FOUNDATION DESIGN PROPOSED RESIDENCE LOT 34, CERISE RAl\TCH GARFIELD COUNTY, COLORADO JOB NO. 106 0539 JUNE 30, 2006 PREPARED FOR: RICHARD STUMPF P.O. BOX 17060 SNOWMASS VILLAGE, COLORADO 81615 Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverthorne 970-468-1989 TABLE OF CONTENTS PURPOSE AND SCOPE OF STUDY ............................................................................ - 1 - PROPOSED CONSTRUCTION ..................................................................................... -1 - SITE CONDITIONS ....................................................................................................... -2 - SUBSIDENCE POTENTIAL ......................................................................................... -2- FIELD EXPLOR.ATION ................................................................................................. -2- SUBSURFACE CONDITIONS ...................................................................................... -3- DESIGN RECOMMENDATIONS ................................................................................. -4 - FOUNDATIONS ......................................................................................................... -4- FOUNDATION AND RETAINING WALLS ............................................................ -5- FLOOR SLABS .......................................................................................................... -6- UN DERDRAIN SYSTEM .......................................................................................... -7- SITE GRADING ......................................................................................................... - 7 - SURFACE DRAIN_A.GE ............................................................................................. -8- LIMITATIONS ............................................................................................................... -8 - FIGURE 1-LOCATION OF EXPLORATORY BORlNGS FI GURE 2-LOGS OF EXPLORATORY BORINGS FIGURE 3 -LEGEND AND NOTES FIGURE 4-SWELL-CONSOLID ATIO N TEST RESULTS PU RP O SE AND SCOP E OF STUDY This report presents the r es ults of a subsoi l study for a proposed residence to be located at Lot 34 , Cerise Ranch, Garfield Co u nty Co l orado . T h e project site i s shown on Figure 1. The purpose of the study was to develop recommendations for the foundation design. The study was conducted in accordance wi th our agreement for geotechnical engineeri ng servi ces to yo u dated June 6, 2006. A field exploration program consisting of exp l oratory borings was cond uc ted to obtain information on the subsurfac e conditions . Sampl es of the sub so il s obtained during the field exploration were tested in the laboratory to determine their classifi cation, compress ibili ty or swell and other engi n eering characterist ic s. The r esults of the field exploration and laboratory testing were analyzed to develop recommendations f or foundation types, depths and allowable pressures for the proposed building foundation. This r eport summarizes the data ob tained during thi s stud y and presents ou r conclusio ns, des ign r ecommendations and other geo techni cal engineering considerations based on the proposed construction and the subsurface conditions encountered. PROPOSED CO NSTR U CTI ON The proposed residence will be a one and two story stru cture wit h a lower l evel garage. Gar age floor will b e slab-on-grade. Grading fo r the stru cture i s assumed to be relativ el y minor with cut depths between about 3 to 9 feet. We assume relatively light foundation loadings, typical of the proposed type of construction. I f building loadings , location or grading plans change significantly fr om those described above, we should be notified to r e-evaluate the recommendati ons contained in this r eport. Job No. I 06 0539 ~tech -2 - SITE CONDITIO NS The site is located on the north (uphill) side ofLarksprur Drive o pposite the round -a-b out with Bluest em Court. Vegetation consists of pinion and juniper trees with grass and weeds. The ground s urface slopes down t o the so uth at a grad e of about 8 percent in the building area with an elevation difference of I 0 feet. An abandoned two track ranch road crosses th e si te just b elo w the buil ding area. SUBSIDENCE POTENTIAL Bedrock of the Pe1m sylvanian age Eagl e Valley Evaporite underlies the Cerise Ranch developm en t. These r ock s are a sequ ence o f gypsiferous shale , fine -grained s andstone/silt sto ne and limestone w ith s ome massive beds of gypsum. Th ere is a poss ib ility that ma ssive gypsum deposi ts associ at ed with the Eagl e Valley Evaporite underli e portions of th e lot. Di sso lution o f the gypsum under certain conditions can cause s inkholes to devel op and can produce areas o f l oca lized subsidence. Sinkholes were no t observed in the inunediate area of the subj ect l ot. No evi dence of cav iti es was e ncountered in the s ub su r fac e materi als ; h owever, the exploratory borings were relatively shall ow, for foundation design onl y . Based on our p resen t knowledge of the subsurface conditions at the site, it cam1ot b e said for certain that sinkholes w ill not develop . The ri sk of future ground s ubsidence on Lot 36 through out the service life of the proposed residence, in our opinion, i s l ow; however, the owner should be mad e aware of the potential for sinkhol e development. If further investigation of possible cav ities in the bedrock below the s ite is d esired, we should b e contacted. FIELD EXPLORATION The field expl oration for the project was conducted on June 12, 2 006. Two expl oratory borings were drilled at the locati ons shown on Figure 1 t o eval uate the subsurface condit ions. The borings were ad vanced with 4 inch diameter continuous fligh t augers powered by a track-mounte d CME 45 drill rig. The borings were logged by a repre sentative of Hepworth-Pawlak Geoteclmical , Inc. Job No. I 06 0539 ~.b'tech .... -.) - Samples of the subsoils were taken with a 2 inch I.D. spoon sampler. The sampler was driven into the subsoils at various depths wi th blows from a 140 pound hammer falling 30 inches . This test is similar to the standard penetration test described by ASTM Method D -1586. The penetration resistance values are an indication of the relative density or consistency of the subsoils. Depths at which the samp le s were taken and the penetration resistance values are shown on the Logs of Exploratory Borings, Figure 2. The samples were returned to our l aboratory for review by the project engin eer and testing. SUBSURFACE CONDITIONS Graphic l ogs of the subsurface conditions encountered at the site are shown on Figure 2. The subsoils consist of about 1/2 foot of topsoil overlying silty clayey s a nd and gravel w i th scattered cobbles and small boulders. The subsoil s are debris fan depo sits formed from erosion of the hillside to the north of the building area. Alluvial silty sandy gravel was encountered in Boring 1 at 17lf. fee t and Boring 2 at 20 feet. Laboratory testing performed on samples obtained from the borings included natural moisture content and percent finer than No. 200 si eve . Results of swell-consolidation testing performed on relatively undisturbed dri ve samples , presented on Figure 4 , indicate low to moderate compressibility under existing moisture conditions and li ght l oading wi th low to moderate compression (settlement under constant load) after wetting and under additional loading. The laboratory testing is summarized in Table 1. No free water was encountered in the borings at the time of dri lli ng or when checked on June 28 , 2006 and the subsoils were sli ghtly moist to moist. Job No . I 0 6 0539 ~tech -4- DESIGN RECOMMENDATIONS FOUNDATIONS Considering the subsurface conditions encountered in the exp loratory borings and the nature of the proposed construction, we recommend the building be founded with spread footings bearing on th e natural soi l s. The des ign and construction criteria presented bel ow should b e observed for a spread foot ing foundation sys tem. 1) Footings placed on the undis turbed natural so il s, below topsoil, sho uld be designed for an a ll owable bearing pressure of 1,500 psf. Based on experience, we expect settlement of footings designed and constructed as di scu ssed in this secti on wi ll be about 1 inch or less. There could be 1 to 2 inches of additi onal set tl ement i f the bearing soi l s become wetted. 2) The footing s should have a minimum width of 18 inch es for con t inu ous walls and 2 feet for isolated pads. 3) Exterior footings and footings b en eath unheated areas should be provi ded with adequate soil cover above their bearing elevation for frost protection. Pla~ement of foundation s at l east 36 inches below exterior grade i s typically u sed in thi s area.· 4) Continuous foundation wall s should b e r einfo r ced t op and bottom to span l ocal anomalies such as b y assum i ng an unsupported length o f at l east 12 feet. Foundation walls acting a s retaining structures should also be designed to resist lateral earth p r essures as discussed in the "Foundati on an d Retaining Walls " section of this report. 5) Any ex i s ting fill, topsoil or loose and disturbed soi l s should be removed and the foo ti ng bearing l evel extended down to the relatively dens e natural soi ls . The exposed soi ls in footing areas should then be moistened and compacted. Job No. 106 0539 ~tech -5 - 6) A representative of the geotechni cal engineer should observe all footing excavations prior t o concrete pl ace ment to evaluate beari ng conditions. FOUNDATION AND RETAINING WALLS Foundation walls and r etaining structures which are la tera ll y supported and can be expected to und ergo onl y a s light amount of d efl ection should be designed fo r a lateral earth pressure computed on the basis of an equivalent fluid uni t weight of at l east 50 pcf for backfill consisting of th e on-si te soi ls . Cantileve red retaining stru ctures whi ch are separate from the r esidence and can b e expected to defl ect sufficiently to mobilize the full active earth press ure condition should be design ed fo r a lateral earth pressure c omputed on the ba sis of an eq ui valent fluid unit weight of at lea st 45 p cf for backfill consisting of the on -site so i ls. All f oundation and retaining structures should b e designed for appropriate hydrostati c and surcharge pressures su ch as adjacent footings, traffic , construction materials and eq uipment. The pressures recommended above ass ume drained conditions behind the wall s and a horizontal backfill surface. Th e buildup of water behind a wall or an upward sloping backfill surface w ill increase the lateral pres s ure imposed on a foundat ion wall or r etaining structure. An underdrain should be provi ded t o prevent hydrostatic pressure buildup behind wa lls. Backfill sho uld be placed in u niform li fts and co mpacted to at least 90% of th e maximum standard Proctor density at a m oisture content near optimum. Backfill in pavement and wal1..-way areas should be compacted t o at least 95% of the maximum s tandard Proct or dens ity. Care sho uld be taken not to overcompact the backfill or us e l arge equipment near the wall, since this co uld cause excessive lateral press ure on the wall. Some settlement of d eep foundation wall backfill s hould be expected, even if the material is placed correctl y, and could result in di stress to facilitie s constructed on the backfill. Jo b No . I 06 053 9 ~.btech -6 - The lateral resistance of foundation or retaining wall footings vvill b e a combination of the sliding resistance of the footing on the foundation materials and passive earth pressure against th e side of th e footing. Resistance to sliding at the bottoms of the footings can be calculated based on a coefficient of frict i on of 0.40. P assive pressure of compacted backfill against the sides of the footings can be ca l culated using an equivalent fluid unit wei ght of 350 pcf. The coeffi cient of friction and passive pressure values recommended above assume ultimate soil strength. Sui table factors of safety should be i ncl uded i n the d esign to limit the strain which will occur at the ultimate s tre ngt h , particularly in the case of passive resistance. Fill placed against the sides of the footings to res is t lateral l oads should be comp acted to at l east 95% of th e m aximu m s tandard Proctor density at a m o isture content near optimum. FLOOR SLAB S The natural on-si te soil s, exclusive of top soil, are suitabl e to supp ort li g htl y load ed s lab - on-grade construction. To reduce the effects of some d ifferential movement, floor sl abs should be separated from all b earing wa ll s and columns with expansion joints which allow unrestrained vertical movement. Floor sl ab control joints should be u sed to reduce damage due to shrinkage crackin g. The requirements for joint spacing and slab r einforcement sh ou ld b e establi sh ed by the de si gner based on experience and the intended s l ab use. A minimum 4 inch layer of fre e-drainin g gravel shou l d be p laced bene at h basement leve l slabs to facilitate drainage. This m aterial should cons i st of minus 2 inch aggregate with at least 50 % retained on the No. 4 sieve and less than 2 % pass ing the No. 200 sieve. All fill material s for support of floor s l ab s should be compacted to at leas t 95 % of maximum standard Proctor density at a moisture content near optimum. R equired fill can consist of the on -site granular soi l s devoid of vegetation, topsoil and overs ized rock. Job 1\o. I 06 0539 ~tech -7 - UNDERDRAIN SYSTEM A l though free water was not encountered during our exploration, it has been our experience in the area that local perched gro undwater can d evelop during t imes 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 pro t ected from wetting and hydrostatic pressure buildup by an u nderdrain system. The drains should consist of drainpipe p l aced in the bottom of the wall backfill surrounded above th e invert l evel w ith free-drai ning gra nular 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 outl et. Free-draining granular material u sed in the un derdrain system shou ld contain less than 2% passing the No. 200 s ieve, less than 50% pass ing the No.4 si eve and have a maximum size of2 inches. The drain gravel backfill should be at least 1 'l2 feet deep. SITE GRADING The risk of construction-induced slope inst ability at the site appears low provided c ut and fill depths are limited. We assume the cut depths for the garage l evel will not exceed one level , abou t 10 to 12 feet. Fills shoul d be limited to about 8 to 10 feet deep. Embankment fills should b e compacted to at least 95% of the maximum standar d Proctor density near optimum moisture content. Prior to fill placement, the subgrade should be carefully prepared by removing all vegetation and topsoil and compacting to at least 90% of the maximum standard Proctor density. Pennanent unretained cut and fi ll s lop es shou ld be graded at 2 horizontal to 1 vertical or flatter and protected against erosion by revegetation or other means. The risk of sl ope instability will be increased if seepage is encountered in cu ts and fl atter slopes may be necessary. If seepage i s encountered in permanent cuts, an investigation sho uld be conducted to detem1ine i f the seepage will adversely affect the cut stability. This office should r eview site grading plans for the project prior to construction. Job No. I 06 0539 ~tech -8 - SURF ACE DRAINAGE The following dr ai n age p recautions shoul d be observed during construction and maintained at all t imes after the res id ence h as been completed: 1) Inun dation of the fou ndation excavation s and und ersl ab areas sh oul d be av oid ed du ri n g co n stru ct i on . 2 ) Ext eri or backfill sho ul d be ad justed to near op ti mum m oi sture and compacted to at least 95% of th e maximum stand ard Proct or dens ity in pavement and slab areas and t o at l east 90% ofthe maximum standard Proct or dens ity in landscape areas. 3) The ground surface surrou n ding the exterior of the building should be sloped to drain away from the foundat ion in all di recti on s. We recommen d a mi ni m um slope of 12 in ch es i n the fi rst 10 feet in unp aved areas an d a minimum slope of 3 inches in t he first 10 feet in paved areas . Free-drai n ing wall b ackfi ll s h ould b e capped with about 2 feet of the on- site so il s to reduce s urface water infiltration. 4) Roof d ownspouts an d drains should di scharge well b eyon d th e limits of all backfi ll. 5) Landscapin g which requ ires regu lar heavy irrigation sh ould be located at least 10 feet from foun dat ion walls. Consideration shoul d be given to use of xeriscape t o red uce th e potential fo r wettin g of soils b el ow the bui ld ing cau sed b y irrigatio n . LIMI TATIONS This study has been condu ct e d in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either express or implie d . The conclusions and recommendations submitted in this report are based upon the data ob tained from the exploratory borings drill ed at the locations ind icated on Figure 1, the proposed type of const ructi on and our experience in the area. Job No . I 06 0539 ~tech -9- Our services do not include detem1ining the presence, prevention or possibility of mold or other bi olog ical contaminants (MOB C) developing in the future. If th e client is concerned about MOBC, then a professional in this special field of practice should be consulted. Our findings include interp ol ation and extrapo lation of the subsurface conditions identified at the exploratory borings and variatio ns in the sub surface conditions may not become evident until excavation i s perfonned. If conditions encountered during construction appear different from those described in this report, we should be notified so that re-evaluation of th e recormnendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our inform at ion. A s the project evolves, we sh ould provid e continued consultation and field services during construction to review and monitor the implementation of our recommendations, and to v erify that the recommendatiJnS h ave 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 engmeer. Respectfully Submitted, HEPWORTH -PA VlLAK GEOTECHNICAL, INC . . , .....----.. .., .. ...-· : ......... · """' Louis E. Eller Reviewed by: C£1 LEE/ksw Job No. I 06 05 39 ~tech LOT35 106 0539 ------ 6440 I ~~~~~~~~ --\ -·----- - -/ ........ ....._ -- APPROXIMATE SCALE 1" = 60' LOT34 --__ \ ..---------~----// ~ ----6430 ---6420 !inGf)ODiRI;::-;:NG~1 ---;>__...:::::_:::______. ---------\ ~ ..---..---..---..---• I BORING 2 ----6410 / -~--MOO /'/;--? ~ .,.. / ..--- --~-~/_I -- LARKSPUR DRIVE ~ LO CATION OF EXPLORATORY BOR ING S Figu re 1 HEP WORTH·PAWLAK GEOTECHN IC AL 641 5 641 0 64 05 6400 ...... <1> <1> LL c 0 ~ > <1> w 6395 6390 6385 6380 106 053 9 BOR ING 1 EL EV.= 6411' 51/12 Vc.i.I--J WC=16.4 00=103 38/12 38/12 WC=14.8 00=91 50/6 50/4 WC=9.0 0 0 =108 -200=51 BOR ING 2 ELEV.= 6409' Wi:l JY !-. 38/6,22/4 WC =6 .2 00=109 -200=45 50/12 WC =8.6 00=105 -200=44 JY !-. 50/4 25/6 ,25/4 50/6 No t e: Exp la n ation of symbols is s hown on Fi g ure 3 . ~ H EPWORTH-PA W LAK GEOTEC HNIC AL. LOGS OF EXPL ORATO RY BORIN GS 6415 6 410 6405 6400 Q) <1> LL c 0 -~ > <1> 6395 w 6390 63 85 6380 Fig ure 2 LEGEND: ~ ~ ~ TOPSO IL; organ ic sand and silt, sligh tly mo ist, dark brown . SAND AND GRAVEL (SM-GM); silty, clayey, medium dense to dense, sli ghtly moist to mois t. ~ . . GRAVEL (GM); sandy , slightly sil ty , with cobbles and sma ll boulders, very dense, sl ightl y moi st to moi st, light brown . p 51/12 - NOT ES: Relative ly un distu rb ed drive samp le; 2-in ch I .D. Ca li fornia li ner samp le. Drive sample blow co un t; indicates that 51 blows of a 140 pound hamm er falling 30 inches we re requ ir ed to drive the Califo rni a sampler 12 inches. Depth at which boring caved. 1. Expl oratory borings we re drilled on Jun e 12, 2006 with 4-inch diameter con tinuous fl ight power auger . 2. Locati ons of exploratory bor in gs we re measured approxim ately by pacing from featu res shown on the sit e plan provided . 3. El evations of explo ratory borin gs were obtain ed by interpo lat ion between contou rs shown on th e site plan provided and checked by instrument level. 4. The exp loratory boring locatio ns and elevations shou ld be considered accurate only to the degree imp lied by the method used . 5. The lin es between mater ial s shown on the exploratory boring logs represe nt the approximate bo und ar ies between material types and transit ions may be gradual. 6. No free water was encou ntered in the borings at th e tim e of dr illing or when checked 16 days later. Flu ctu atio n in water leve l may occ ur with time. 7. Laboratory Testi ng Res ults: WC = Water Conten t (%) DO = Dry Dens ity (pc0 -200 = Perce nt passi ng No. 200 sieve 106 0539 ~ HEPWORTH·PAWLAK GEOTECHNICAL LEGEND AND NOTES Figure 3 Mo isture Content = 16.4 perce nt Dry Dens ity = 103 pcf Sample of: Clayey Sil ty Sand From: Bor in g 1 at 5 Fe et 0 -r--r-r-r---.... 1 ro -Comp re ss ion (~ ,.-upon ?f. 2 wetting c ~ ""' 0 "(ii (/) 3 ~ Q) o_ ) E 0 0 4 0.1 1.0 10 100 APPLIED PRESSURE -ksf Moisture Content = 14.8 percent Dry Density = 91 pet Sa mpl e of : Clayey Silty Sand From: Bori ng 1 at 15 Fee t 0 ---D 1 v Compression c:::: upon ?f. 2 IC.l.... wetting c ~ 0 "(ii (/) ""' Q) o_ 3 E \"" 0 0 1\ 4 0.1 1.0 10 100 APPLIED PRESSURE -ksf 106 0539 ~ SWEL L-CO NSOLID ATI ON TE ST RE SULTS Fi g ur e 4 i HEPWORTH-PA WLAK GEOTEC HNICAL HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 1 Job No. 106 ·os39 SUMMARY OF LABORATORY TEST RESULTS SAMPLE LOCATION NATURAL NATURAL GRADATION PERCENT ATTERBERG LIMITS UNCONFINED MOISTURE DRY GRAVEL SAND PASSI NG LIQUID PLASTIC COMPRE SS IVE SOIL OR CONTENT DENSITY NO. 200 LIMIT INDEX STRENGTH BEDROCK TYPE (%) (%) SIEVE (ft) (%) (pcf) (%) (%) (PSF) 1 5 16.4 103 Clayey silty sand 15 14.8 91 Clayey silty sand 25 9.0 108 51 Gravelly sand and silt 2 5 6 .2 109 45 Very silty sand 10 8.6 105 44 Very silty sand and gravel COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone(970)945-8212 Job located at ~2.4-~J ~ Permit No. /0 /4'2 . . ted this structure and these I have this day mspec f II ·ng corrections needed : prem i ses and found the o owl 1 ~4-fc 3t 10~<'4-:; ~rtcr ~T~ r1 'JJRc r.._. l. ;+, p, 0 Nflt..f(. r;PH-1. elY( ·-:oco t J .? b P..<r K 0 ~:.If-, I u 111 . t{ ~ 1 e_ v ~ 'fvtrt 'I r:~'IA. . You are hereby notified that the above correction must be inspected before covering. When c orrection(s) h ave been made, call f or inspection at 970 -384-500 3. Building Inspector =-A;-~ Phone (970) 945-8212 COUNTY OF GARFIELD -BUILDING PERMIT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at 0621 ~ 4. Permit No. ~~-=0:;.._;1_...¥_...S:"'-------------- I have this day inspected this structure and these premises and found the following corrections needed : 1)1{~ ~ ;(_)~~, 3''~~~ :Jf?~ +~ ~26--k~ ~)~~~--~ 6) :Js-o.oo/l.L-~ ~~L< f~~~~~~- You are hereby notified that the above correction must be inspected before covering. When corrections have been made, call for inspection at 970-384 -5003 . Date 11.,6 '0b 20 ----::,....---- Building Inspector ~~ Phone (970) 945 ·8212 ~-~0. {DJ45 I ~~ \..' Assessor's Parcel Nod3Cf1·3~-D4-634 Date /b-3-6fp BUILDING ~RMIT C~"D 11 L-o f ~t\- Job Address Ole 4cf LarKspur br. C ~ ~er:·~~ct. j)b~ Own;J3-~~*~ Addre.,QYS'Bn(-e;;stde_,Drphone II q"ZlJ-"?oo<j ContractorQ_~~cv.J ~ddress ~Q JN. t> Phone # ___ _ __se~ks: ( Ff?~ Reo.. RH _H Zoning ____ _ u/1-' W ~·~~~ INSPECTIONS Soils Test .• ~ ~ 'S"' Weatherproofing __________ _ Footing j/ g .. o~~ Mechanical ___________ _ Foundation //-?./ ~ 17l:1 Electrical Rough (State) ________ _ Grout Electrical Final (State) , Underground Plumbing t¢-1/&C/6~ / ~inal 8'"-16 ...02 /Checklist Co~l~led? Z Rough Plumbin_g_ 3 -d)..~-o7~ Certificate Occupai3# ;ot1 Framing 3 -t22 8· o7~ Date --4rt---rrt6~·-_,0=24=-'F--'::.__ ____ _ Insulation i-¥-o7 ,tm:2: 21~ '1-l'?v~ Septic System # _ _,__l..;...ft _______ _ Roofing Date __ .---_________ _ Drywall 't-19~ Final Gas Piping .3~ Other-------------- r'o( /LL--Lm ... -l-jl-tt ..... f-t_rw-.. ~\1...-L tlj7)0(fJ -j 'S\).00 NOTES •xT.RIOR ,/ Address No. _.:__"'7""----------- Flashing around doors & windows __ .... ;.._ ____ _ Insect screens ____________________ _ INnRIOR GARAGE ~ Fire wall separation . 1'lL" • / Service doors-n mm. :;> Door (20 min.) wfaut&.doser-1¥." min.----,,..----- Mach. equip. 18" above floor ._../ ...-- No opening Into sleeping area / BASEMENT·CRAJ WL AREA Access o._L Insulation ~ • }C Headroom/Stairs ~-~ Ventilation ~~ I FINAL CHECKLIST MECHANICAL ROOM Boiler ./flt Hot water. ' .} ... Q F.A. gaa/oii _--;::::--;-;-------- Fioor drain (>,/G Clearance ('}I L Air con . system, __________ _ Hot water heater -,-..,--------- Combustion air ( )~ Gas piping, valves _-~.,r"'.L7/).f'----- LPG Drain _;__J_fi~---- FIREPLACE/STOVE / Clearance to combustibles t;/ /'. Terminat ion o f chimney 7 1 Combustion air Dd-kq· lJf=V'-l Hearth P2" or 20" on sides) ------- Glass doors ------------ Certified by :------------ REMARKS f r.n ntintrA on h.::~r.k\ STAIRWAYS (.,// Headroom (6 '§") --.----___..----- Railing & guardrails ~l"-4 S '-!;, Width ,__...- Rise & run -------------- KITCHEN ·---Clearance above grill ---=-""'_.......--::._ _____ _ :..;;;>" Exhaust fan ------------- Broiler exhaust (1 hr. chase)------- BEDROOMS -// Egress __.--L_ Smoke detector __ :? ________ _ BATHROOMS ~ • Exhaust fan 7 / Shatterproof glass ___________ _ OTHER INSPECl'ION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB !:~ HU~ 'R:~ ~·10 I_ICF HU)t:U~_Hf H 1H r<.;:--~PECnO~S BUILDING PERMIT GARFIELD COUNTY, COLORADO Date IssuedJ."t.(.~/~ •.•. Zoned Area .......•..•...........••..•.... Permit No •... JQ1Y$.' ......... . AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector and IMMEDIATELY BECOME NULL AND VOID. Use Oft" I.¥ o:rr. Cl~r·.po l\0-;S . . . . ~· " ~ ~ ... 'II: Setbacks -Front Side Sjde Rear This Card Must Be Posted So II is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD 3/1.J~ I t·': · I ;~:~~i:g·;:,;~n ·,n 1 ~~~~~ ~;~--xn 1 (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 :\ o1· h~-,p\·~·1iw,··-{ .,p' .:!IIi·. lHH iHh '··~trJJ·! c~kunood :,prings, Colorado APPROVED DO NOT DESTROY THIS CARD Date/Oo 3-0-By AA Jilt-. .o. j,..r, IF PLA~ -1~VER WITH CLEAR PLASTIC P~rcel D~tail Page 1 of 4 Garfield County Assessor/Treasurer Parcel Detail Information A.sses _~QLITrea_sJ.u:~_:__PI:QJ2~It)'_Sl!_ar:G.h I Assessor Subset Querx I Assessor Sal es Search Cl~.rk ~_E,ecor.c;ler R ec~p ti_o.n._~ar.c h Ilm;i£Bl1iJ9jng_Cbara_c_t~ristiG.S. I I11x lJ1fonnJ!ti9ll Parcel De tail I Value Detail I Sales Detail I Residential/Commerci al lmJ2rOvement Detail Land D etail I Photographs I Tax Area II Account Number II Parcel Number II Mill Levy I I 084 II R008068 II 239133204034 II 69.609 I Owner Name and Mailing Address IR-SQUARED , LLC I jPO BOX 17060 I !sNOWMASS VILLAGE, CO 81615 I Legal Description lsECT,TWN,RNG:33-7-.87 SUB:CERISE !RANCH SUB-DIY. LOT:34 DESC: PHASE 2 IPRE:R1118 37 PRE:R007164 BK:850 IPG:81 BK:838 PG:205 BK:370 PG:379 IBK :367 PG:147 BK:185 PG:319 BK:142 IPG:547 BK:1291 PG:680 BK:1290 IPG:174 BK: 1290 PG: 170 BK:1290 IPG :168 BK:1290 PG: 144 BK:1207 IPG :399 BK:1207 PG:396 BK:1207 IPG :394 BK:0606 PG:0569 BK:1816 IPG:864 RECPT:701372 BK: 1816 PG:863 IRECPT:701371 BK:1589 PG:562 IRECPT:652490 BK:1576 PG:681 IRECPT:64 9971 BK:1576 PG:677 IRECPT:649970 BK:1550 PG:552 IRECPT:643769 BK:1523 PG :60 http://www . garcoact.com/ assessor/parcel. asp ?ParcelN umber=23 913 3 204034 9/25/2006 Parcel Detail Page 2 of 4 IRECPT :637392 BK: 1508 PG:376 IRECPT:634548 BK : 1245 PG:482 IRECPT:579298 BK: 1233 PG :546 IRECPT :573505 BK :1222 PG:9 IRECPT :573542 BK: 1222 PG: 1 IRECPT:573541 BK:1221 PG:942 IRECPT:573540 BK: 1221 PG :922 IRECPT:573539 BK: 1209 PG :906 IRECPT:570047 BK: 1209 PG :888 IRECPT:570046 BK: 1209 PG:877 IRECPT:570044 BK: 1209 PG :872 IRECPT:570043 BK: 1206 PG :248 IRECPT:5691 06 BK: 1181 PG :946 IRECPT :561931 BK:1069 PG:76 IRECPT :525654 BK:l036 PG:0356 IBK:0867 PG :0950 BK:0867 PG:0946 IBK:0867 PG :0941 Location Physical Address: 1135 LARKSPUR DR CARBONDALE! Subdivision: llcERISE RANCH SUB-DIV . I Land Acres: 117.965 I Land Sq Ft: llo I Section II Township II Range I 33 II 7 II 87 I Property Tax Valuation Information Actual Value II Assessed Value I Land: 167,89oll 48 ,6901 Improvements: oil ol Total: 167,89011 48,6901 Sale Date: 116/29/2006 1 1 Sale Price: 11300 ,000 I Basic Building Characteristics http://www. ga rcoac t.cornl assesso r/parcel. a sp ?ParcelN umb er=23913 3 204034 9/25/2006 Parcel Detail Numbe r of Resi dentia l lo I Buildings: Numbe r of Comm/Ind lo I Buildings: N o Building Rec ords Found Tax Information I Tax Year Transacti on T y pe Amount I I 2005 Tax Payment: W hole ($3,323.14)1 I 2005 Tax Abatement ($147.56)1 2005 Tax Amount $3,470.701 2004 Tax Payment: Whole ($1 '735 .52)1 2004 Tax Amount $1,735.521 2003 Tax Payment: Whole ($1,337.04)1 2003 Interest Payment ($13 .37)1 2003 Interest C harge $13.371 2003 Tax Abatement ($150.58)1 2003 Tax Amount $1,487.621 2002 Interest Payment ($30.70)1 2002 Interest Charge $30.701 2002 Tax Payment: Whole ($767.44)1 2002 Tax Amou nt $767.441 200 1 Tax Payment: Whole ($10.44)1 2001 Tax Amount $10.441 Top o f Page A S_sesso r Data base Secrrc h OQti ons I Treas urer Database Search OQtion s C lerk & Record e r Database Search Options Q_C![field C mmJ y_Bome P ag~ Page 3 of 4 The Garfield County Assess or and Treasurer's Offices make every effort to coll ect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treas urer's Offices are unable to warrant any of the information herein contained. Copyrig ht © 2005 -2006 Good Turns Software. A ll Ri g hts Reserve d . http://www .g arcoact.com/assessor/parcel.asp ?Parce 1Nu mber=2 391 33204034 9/25/2006