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Application-Permit
Garfield County No. I!Ch03 I Building & Sanitation Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office 945-8212 Inspection Line 384-5003 Job Address: ( 3J...-or-s Clcd--C:Sd-C1 23 el, Rifle Co ~ J ~ Locality: 1877-254-00-014 ---------------------------------------------------- Use of Building: Care taker house ( emp housing) <Ji~ Owner: Big Mountain Ranch, 'Em Goff Contractor: DNA Construction ------------------------------------------------- ' Amount of Permit: Septic total $2,831.65 $150.00 $2,981.65 Date: Clerk: GAR f i ELD C OUNTY B U !Lf>I NG PE RMI T "i\PP L I C ATIO N 1\C~f !T:F.M [;.1\"f l" :;o.;\!l.:':-.!0N IS lll·:l?J;;p,y C fi.'.:\"rl'D ·;o ·;;-:•: .\!'!'.}<~A\' fA~ <''A'NC i '. cc·:. Th!I.C l'Of ! A\!)/O R TH!:: AGEI\T OF TH I.: CON'J""fu\('T•:l:-. O:~ •"'\\\ Xi ::i. "f'(, :::L':-ISYiC~"""" 1l~C :->T HCC:T U?.E :'.'; o;-;; iJ!.f "l• C):·; Pl.,\!;;, I'J'D SPEC!F,CA"fi0:-':S s; "H>:n·;·,;:J , ·; c' ;,·:(J RZV IEWED UY Til E BlliLDI.\!L nSPAK ~i.a·;O\;'. ·~-L"ONS.!..'ERA"I1lJI\ \IF 1"1 Jr. !~5S<.'i,NC::: U f" '!! l!:i Pr.:1<MIT . THL S iGi\i::h. I i~:HEiJY ,>_,;R Lt:S TO C0~1P I.Y Wl l'H ALL 1:3ll !Lll!f.'•: C(;!:f :S A'~D iJI:\u : '~F ;:f;(;l.'.i:P()X .> :\l:"'nrn:t~ BY G .-\Rc·,t:: P (.01'.•,'<) P: 'l!Sl!N:i· Tl) :,::T; :rJ'~7\' r:J"EI\" •• 8 3 1;.2f.2')! CHS A." Ar-J l ::~t •E.D 1 !!! :;:c ;I':I;R FUP.l"rCf, 1\(;,{Z• .•, !i 1.'"-'li-"T ,!. ,\J,(l\'1: s,,•·) OC'\J!!\'J\i•:r:r.~. AI·.:: l l(l"f I'!,J.:.Y C <Wl';U'i • v.·•·n r 1'. i1·!!. l.(,,l/,T!O\. £RE CT !O.\, C:0.'1STn l.iC I IOi\. A \[1 .'SE ('i" 'l")'f. .L~:-\JVE· J ;!:~:O::'i ~~Jt:D Sl'f~l't :Tl. ·HE ~·~1:: r ·y:r.'.\·~J'l' tl !\~· Jh~ 1\.t:·.:u KEU !3'.; '\t ~·;·t··:r ~; ._l.'i~. Ti·I!;~ COlJX i'Y A."O TJ ·L\T 1 H~N Al\11' Ti!EH . .t: !1 ~,!l l~L : d:.'{ '().'.! :... :-. ·.:i .. a :D \ ·~l;i '· T!-1:'. ·~:-~'J:'8.'E OF \ P:-:;:·· i'l" T; .:'FD : l"(j~ F!c.;,::. ,._!" •. ~;··I C ,\T i(Jl!.' ·'.1\IJ 0 ":"' i 1:J·: i) \Ti\ S!IAI.I .\"OT f'P..E.Y i·::\T fll~-t.L:IU)I.': ,, v lT:t "!.',;, 1 ··:r~~.t T -·EH.:~.\·:-1~:1· :~r-:~:·,i _fit~J·K: 1'!!F c~-,:, ~Et ;·:·: ".-.. ~J:-i~f!i·:c ~n~· 1 ~: ~ , ..... ,! ~.· ... ~!S .· l'i·;_ r r~l ('!1:r :~ ·i'\~1 A''IJ OTl iE.R OAT1\ 0 1: F:\O~f ! :~~·;:. ,,"lli :G .3\:!L·.'~i NG L1i 'i~R-· .,.10:,· ~:~t a ; f.' '.I~~H:;_. (',, T H f 'li-:i_!~,-~'f;l : \1.'1 P.:1'\ J;, \ .. ,1; r\T ' )~ (1;: '"r-!f..: COU:·· '),, .'\1\''t' OTH FH C)}U JI~J\!'\(::: l);;· ;. · ;> d l .. \ .. 'J(,N C i·' j~ io5 u ::~SLi.c·! ''.)1' ·r: ·: :~·t:'.'J!::.\\' u r :-:t ·~;~p ·•·!'i'L·! ·• ~', ,\:.:,_:, ~?i:'::.; :v ., ''~~"~' .-'!,;; f''':!~~:;TiC N~ CO.'HJ t:C:rc:D l l iE .. Rt: \·tr::· t .~ i~~.; !\f1T COil\~;··=--. t.":-:_ ,•;: A:~C.O!~;,'J\G; ('i' 1:·\·; ll.i::;:,l'O .'!.~IB:~I':!! ~ 111 : .. .-·.u:::·:-:: ~; c.:,C.l·:•:·.n 'C..'l!'\\";' :(:R T:R'<.<ll<:! OM I S.:;ION~ 0R lli~C R <:P::;\::;t :::.~-·:11:: k'S 00(H\;;1 B!'-~7".~ f '(i .... T~J:!-::~ !T' .. t1~· i-.f"l( :.\1P!J ... M ~:.'!1~-\T "l'\ :_,tJ J\t~\-; C ,~·:· :~T!::~ ... T:(:" !J!!.f·,~~. ~;p£Cif:(:I.'·.!..LY \\'lTI-I TI·H. ARTIC:T~CT. :)LS!~,:~F: ..... ::IJ!L•):: .... /\' n ..J'_\~1::1,:. :·tn-:'.tt. ·..: f :-.• •\\U; l i\' fE~\Dl :D .. r, !.H.: C Or:~,E I ! ... _ \1 -\;;.· [u'\!,) .\ ~;ur-~ .. r 1l~l' or~ THi:: 0\\'NERS L:~·TEREST. '%;~0~ . < !l<J<Oll\' ""'""ttrX'~'/5 ' ' h.W,. I< ·' ·' A'>'> !.,UJOC.>;lAtlD .,~ ,., ""'"""""' ABOVN UXJTUJJ, -;;:rs~--_ c ~ J "'5Cf ~ ~-&Sb =t-~ IOLR .qo ~~~~h The following items are required b y Gar field County for a final ins p e ction: 1. A final Electrical Insp ec tion from the Co lorado State Electrical In spec tor ; 2. Permane nt address as signed by Garfield County Building Departm ent pos ted where readil y visib le from access road ; 3. A finis hl.!d r oo f, a lockable house, complete ex terior s idin g, exterior door s and window s install ed, a co mp lete kitchen with ca binet~. a sink with hot & co ld runnin g water, non-abso rb ent kitch e n fl oor coverin gs. count er top s and fin is hed wa lls, read y for s tov e and refr igerator , a ll nece ss ary p lumbin g ; 4. All bathroom s must be complete , with washbowl , tub or shower, to il e t stool, hot and cold runnin g wmer . non-absor be nt fl oors and wa ll s finish ed and a pri vac y door; 5. All s te p s ()U t:.ide or i11 ~id c ow r three (3) ste ps mu s t ha ve !w nd rai ls . ~u;.~rd raii s on bakonie:.; or decks ov e r .30" high con sr m cted ro all IBC anci IRC req u iremen ts ; 6. Out sid e gr;!dili g don e to where water wi ll deto ur away from th e huildin g: 7. Exceptions to the ou ts id e s te ps, decks and gradin g ma ) he mad e upo n th t! ciemon smuiot 1 of exten uatin g cir cum s tanc e$, i.e . weillher, but -a Certifi ca te of Occupan cy will not be il.sued unt il all the required it e ms are completed and a final in specti.on ma de ; 8. A fimli j nspecl ion sign nff by th e Garfield County R oad & Brid ge De part rn ('nt fu dri Y::\\':1 :' in stall a tio n, where appl ica bl e; ,;swell ar. ?.iW f ina l si!!n off hv tli e Fire Di stri ct. a 11 d/c,r SlJ k~ ~ ~ ~ Age ncies where a pp li cabl e. 9 . l f yo u will be co nne ctin g to Cl publi c water and/or sewer s ystem, proo f of th e tap fr es ha\'e been paid and t he co nnection s inspec te d by the servi ce provider pr ior to issuance of a C.O. A CER TIFI CATE OF OCCUPANCY W I LL NOT BE I SSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ***'~A CERTI FICATE OF OCClJPANCY MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUEO. ****CANNOT OCCUPY OR l'SE DWELLI NG Ut-.T IL A CERTIFlCA TE OF O CCUPAN CY (C.D.J lS 1S SUEn. OCCU PAI~C Y O R l :.;E. OF DWE I ,·LING W'ITHOlJT A C.O . WlLL BJ~ CONS .IDERE.D AN !LLE GAL UCC t !l>ANCY AND MAY BE G ROUN DS FOR VACATI NG PREMIS E ~ l 'N'ri L ABOVE CONDI'f'J.ONS ARE MET. I understand a nd agree 10 abide by t he above conditions for occ up anC):._ljS.e and th e issuan ce u f a Certificate of Occupan cy for th e dwelling und er bu ildin g p ermit# \.. Vb03 S ign ature Date Bpappl i ca t i o noc t ober2006 VALUATION/FEE DETERMINATION Applicant B,o= \"'\T~ Address { tZ :2 3P Date 5c ~ t s: 'o-1 Subdivision Lot/Block Contractor Fini shed (Livable Area): Main /5"!:,3 Upper 1 '?,o -, Lower Other Total Square Feet ;L {70 K 7tl bS _. Valuation Basement: d.OloJ ~L,~ ,(o o Unfinished Conversion of Unfinished to Finished Plan Check Fee for Co nv ersion Valuation Ga ra!!e: ~o X I C(f-" -1 r '"'2. c) Valuation J v e:l Crawl Space: Valuation Deck s/Patio s : Covered e7-s-ttt X -z, '-t -'O a · 1 Valuation to--<o 'Jt::J Open Valuation Total Valuation , foo - Garfield County BUILDING & PLANNING DEPARTMENT AGRICULTURAL EMPLOYEE AFFIDAVIT FOR EMPLOYEE HOUSING I, $'1-+ AN IJ Cl r-.1 bASCc\ t\ , state that the residential structure described below will be occupied solely as an agricultural em ployee dwelling unit provided to an individual and related family member who is/are employed in an agricultural use, including farms , garden, greenhouse, nursery , orchard, ranch, small animal farm for production of poultry, fi sh , furbearing or other small animals , as prescribed in Garfield County Zoning Resolution Section 3.02.01 and in Section 2.02.02 Agricultural Land, on the property at which the dwelling is located and further, pays no rent. It is agreed that proof of employment, in the form oflnternal Re ve nue Service Fo rm s W-2 or 1099 for each person employed as described above will be submi tted to the Garfield County Building and Planning Department upon request by the county. It is agreed that this property will not be sold to another party without representing that the agricultural employee dwellin g stru cture is for agricultural employees only and may not be used for any other purpose. Property and Buildin..z Description: 13oli3 c~ ot 6~ Address { n o~J f{ Ru .:£3e J(tfl£ r (o 8 /0 56 Assessor Parcel Number If 11 ... ;).S<f ~ o D ---Cl ·/y Building Description -2. S!oK '( LoG s,N~lC lAM I L '( @19t=:L..Lrl\) r""\ Building Square Feet Habitable .,--""'2=+--'~--~---;;-----::~---:-:,..-,--------- Building Permit Number (o bO_.:S ---~--~~~~~~~-+~~------ ISDS (Septic) Permit Number _'-(-'--'=3~5:...-L_~=.=.._::__::::--=-->-,..---:-~~'---L------ Date -~~~~----------~-------------- Witness ___:l..lli!~~>L--G-I'Ul..~.~.__-<=~IQI..d. ......... ,--,.Y~£!:=----------- Aghsg9/2004 108 8th Street, Su ite 201, Glenwood Springs, Colorado 81601 (970) 945-8212 (970) 285-7972 Fax: (970) 384-3470 GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS For SINGLE FAMILY DWELLING CONSTRUCTION Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS 1n order to underst a nd the scope of the w ork intended under a permi t appli cat ion and ex pedite the issu ance of a p ermit it is ·imp orta nt that compl ete informa ti on be p rovid ed . \:Vh en r eview ing a plan and it's di scov ered that r equired informat io n ha s n ot been provid ed by th e appli cant, th is will resul t in th e de lay of the permit issuan ce and in proceeding wi th buildin g cons tru cti o n . Th e owner o r contractor s hall be required to provide thi s inform ation before the pla n rev iew can proceed . Other pl ans th at a re in line for revi ew m ay be g iven attent ion bef ore the new inform ati on may be r ev iewed aft er it has b een p rovide d to the Building Department. Please review this document to determine if y ou ·have enough information to design your project and provide adequate information to facilitate a plan r eview. Al so, 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 b y a Colorado Registered D e sign Professional. To provide for a m ore understandable plan in ord er to d etermine compl ia nce w ith th e building , plumbing a nd m ech a ni c al codes , appli cants are request ed t o rev i ew th e foll ow in g ch eck li st pri or to and during de sign. Applicants are required to indicate appropriately and to submit the completed checklist at tim e of app1ication for a permit. Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. Pl ans mu st includ e a fl oor pl an , a conc rete foo ting and f o und ation plan, elevati on s a ll sid es w ith decks, balcony, steps, hand rails and guard rails, windows and doors , including the fini sh 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 b e 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 indexe d. All of the above requirements must b e met or your plans will be returned. All plans submitted must be incompliance with the 2003 IRC. 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each comer of the proposed structure( s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. (NOTE Section: 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of the building env~lope as it is shown on the final plat with the proposed structure located within th5-fom;e lope. Yes/ ~--- 2. Does the site plan also include any other buildings on the prop erty , setback easements and utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying for a building permit on i s located on a comer lot. Special setbacks do _J.pply. 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 pr~erties), streams or water courses? Yes L_ 4. Does the site plan indicate the location and direction of the County or pri vat e road accessing the property? 2 5. Are you aware that prior to submittal of a building permit application y ou 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 necessa ry? You can contact the Road & Bridge Departme nt ~.625-8601. Yes v" _ ____,o...._ __ 6. Do the plans include a foundation plan indicating the size, location and spacing of all r~inforcing s~Hn accordance with th e IRC or per stamped engineered d es ig n? Yes ~ 7. Do the plans indicate th e location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? / Yes / 8. Do the plans indicate the size and location of ventilation openings for the attic , roof joist spaces and::fiits? Yes 1L_ 9. Do the plans include design loads a s required by Garfield County for roof snow loads, (a minimum of 40 pounds p er square foot up to & including 7,000 feet above sea le ve l), floor loads and wind loads? Y es ,/ 10 . Does the plan include a building section drawing indicating foundation , wall, floor , and roof construction? / ·· Yes / 11 . Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roo f raft~-or j-oists or truss es? Yes / 12. Doe s the building section drawing or other d etail include the m ethod of positive c01mection of all colunms and b eams? · ,/ Yes -----$--------- 13. Does th e 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 gabl e or shed roof or the top of a flat ro pf? (Building h eight measurement u suall y not to exceed 25 feet) Yes / · 14 . Does th e plan include an y stove or zero clearance fireplace planned for in stallation including 3 15 . 16. 17. 18. 19. 20. 2 1. 22. 23. mak e and model and Colorado Phaa ssee~ certifications or phase II EPA certificat ion ? Yes No V ------"'---- Do es th e p lan includ e a ma sonry fir eplace including a fireplac e sec ti on indi cat ing des ign to comply with the IRC ? Yes / No _____ _ Doe s the p lan include a window sc hedu le or other verification that eg ress/rescue windows from sleeping ~erus and /or base ment s comp ly wi t h the requirements of th e IR C? Yes ~ No ------- Do es the plan include ind ow schedul e or other verification that wind ow s pro vid e natural n for all habitable roo ms? No ------- D o th e plans indicate the loca ti on of g la z in g s ubj ect to human impact such as glas s doors , glazing immediately adjac ent to s uch doors; glazing adjacent to any surface nonnally used as a walking surface; s lidin g g la ss doo rs ; fixed g la ss panel s; shower door s and tu b enc los ure s and specify safetY g lazing fo r th ese areas? Ye s ;,/-" No ------- l s the location of all natura l and liquid ,p·etro leum gas fu rn ac es , boil ers and water hea t ers indicated on the plan ? / Yes No --~---- D o you understand that if yo u arc building on a parcel of land created by the exemp ti on process or th e sybdivision pro cess , arc building plans in compliance with all plat notes and/or covenynts? . Yes y/ No ______ _ Do you und ers tand that if yo u belon g to a Homeowners Assoc iat ion (BOA), it is your respon s ibil ity to obtain written permission from th e association , if required by that as sociation , prior to submi tt in g an appli cat ion for a building permi t? Th e building perm it app lication wi ll be accepted wi th out it, but you run the risk or'the H OA bringi ng action to enforce t he covenants , which ca n r esult in revocat ion of permit iss ued. Additiona ll y, your Plap Revi ew fee is not refund able if the plans ha ve been reviewed by the Bui lding Departme {prior to any action by th e HOA that requires eith er revocation or sub sta ntial mod· cation of th e plans. Yes No ------- Will thi s be t~I y res id ential structur~ Of! th e parcel? Ye s 7---No l fno-Exp lain : ______ _ ;;_oed~ ~-~ complete sets of co nstru c tion d rawi ngs been subm itt ed with the appl i cat i on?~ 4 24. 25 . 26 . 27. 28. 29. 30. 31. 32. Do you understand that the minimum dimension a home can be on a lot is 20ft.wide and 20ft. long? / Yes 1 ~ No ________ __ Have you designed or had this plan designe d while considering building a.nd other construction 5flOe requirements? Yes ,/ No ---------- --Do your plans comgly --Wrth all z oning rules and regulations in th e County re lated to your properties z one ; rstrict? . · Yes No ------------ Does the plan accurately indicate what you intend to construct and what will receiv e a final inspectionb oy-tlfe Garfi e ld County Building Department? Yes v No ---------- Do y ou understa d that approval for design and/or construction changes are r e quired prior to the applic ·on of the se changes? Yes No ---------- D o you understand that the Building Department will collect a ".Plan Re vi ew" fe e from you at the time of application submittal and that y ou will b e required to pay the "Permi t Fee " a s w e ll a s an~"Roa /Impact" or "Septic Syste m" f ees r e quired, at the time y ou pick up your building pe · . Yes No ---------- Are you aware that you must call in for an inspection by 3:30 the business day before the requested ins ection in order to receive it the following business day? Inspections will be made fr 7:30a.m. to 3:30p.m. Monday through Friday. Inspections are to 384-5003. No _________ _:__ Are you arware that requesting insp e ctions on work that is not ready or not accessible will res ult in a $ .00 re-inspection fee ? Yes \. No __________ _ Are you aware that yo u are required to call for all in spections required under the IRC including appr {al on a final inspection prior to receiving a Ce1tificate of O ccupan cy and the building? N o --------,----- 5 33. Are you aware th at the Permit App li cation must be signed by th e Owner or a written authority being given for an Agent and that the party responsible for th e project mu st comp ly /' wi th the IR CV Yes v No ------- 34. Do you understand that you wil l be required to hire a State of Colorado Licen sed Electri cian and Plumber to perform in stallation s and hookups , unles s you as the h omeowner are performing the work? Th e licens e number of the person perfonning th e work will be r equired at timv>f app li cabl e in spection. Yes y/ No ------- 3 5. Are you aware , that on th e fr ont of th e Building Permit Application yo u will need to fill in th e Parce l/Schedu le fimber for th e lot you are applying for thi s permi t on pri or to submittal of a building pe t app li cat ion ? Your attention in thi s is apprec iated . Yes No ---------- 36. Do yo u kn ow that the loca l fir e di s tt·~ require yo u to sub mi t plan s for their revi ew of fire safety issues? Yes 7"' "'U J No (p leas e chec k with the building department about thi s requirement) 3 7. Do you understand that if you are p lannin g on doing an y excavatin g or gradin g to th e prop erty prior· t Issuan ce of a bu il din g permi t that you will be required to obta in a gradin g permit? Yes -----"--- 38. Are you aware th t if yo u will be co nnectin g to a publi c water and/or sewer sys tem, tha t th e tap fe es have t e paid and th e co nn ecti ons in spec ted by the serv ice provid er prior to th e is suanc e of Certificate of Occupan cy? Ye s ---'--- J hereby acknowledge that J have read, understand and answered these qu estions to the best of my ability. s~~ I Ph o ne : Cf1c ,.1.._'7 f -~2(11 (da ys ); Date --+~.....:...;1 o=--· ___,-~"--'-2.....,.5~·_,_t__;'lc"--s~( eve ning s) Proj ect Na me: Bt6 t)cu NIAUV 'RAU~M ( Lf.££"11\Kt=:BS HeLJsE) Proj ec t Address: C C'U~"f ( 'KJ . '230 RAN'CH g \f/.£, {o Notes: lf you hav e an swered "No" on an y of th e qu es tions , you ma y be requ ir ed to prov id e thi s 6 information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review, delay in issuance of the permit or delay in proceeding with construction. Bpminreq November2006 7 PLAN REVIE"' CHECKLIST Q Applicant \ J \.CC= )VtD..J Date_----tlb~-~\cs-"---o_,'l'----- Building ~Engineered Foundati on . t./' Driveway Permit G">-i~L ·-vb 1Surveyed Site Plan S . p . f'J~ 4<J f, II __ epttc errrut and Setbacks o...A r4'ffl ·~ / Grade!Topography 30 % ____LAttach Residential Plan Review Li st LMinimum Application Questionnaire ~Subdi vision Plat Notes +Fire Depanment Review _6, al uation Determination/Fees / Red Line Plans/Stamps/Sti c ker ~Attac h Conditions ~Application Signed V Plan Reviewer To Sign Application 4Parcel/Schedule No. ~40# Snowload Letter-Manf. Hms. t/ So il s R e p on GENERAL 10 TES : Plannin g/Zo nin g ~Propert y Line Setbacks ~Oft Stream Setbacks ----;:load Plain ~ilding Height ~in g Sign-off __ R oad Impact F ees ~J1y oAJDRC Approval __ /_ GG1rade!Top ography 40 % /rlanning Is sues lsubdi vi:ion Plat Note s To: Garfie ld County Building & Planning Dep. 1008 8 th Stree t , S uite 401 G le n woo d Springs, Co 8 1601 From: Big Mountain Ranch LLC Co unt y Rd.2 30 Rifl e, C O 81 650 07/09/2007 P lea se be advise d : Sh ann on Basco m is all owed as a re prese ntative fo r B ig Mo un ta in Ranc h unl ess oth erwise not ified, to sign for, submit pl a ns for , make pay ment for and rece ive a buildin g permit fo r th e ca retaker's house at Bi g Mo unt ain Ranc h. To: Garfield County Building & Planning Dep. 1008 8th Street, Suite 401 Glenwood Springs, Co 8 1601 From: Big Mountain Ranch LLC County Rd.230 Rifle, CO 81650 07/09/2007 Please be advised: Shannon Bascom is allowed as a representative for Big Mountain Ranch unle ss ot her wise notified, to sign for, submit plans for, make pay ment for a nd rec eive a building permit for th e caretaker's hou se at Big Mountain Ranch. JimGoff ~-Ji1;1!_ (Owner & P~) ~ Date 7;/s)?7 I I -A~~ ~lw~~ £ry rotA~, ~ o.2l S'~ c2 2 7 L(-y z ?9 4 ~CEI~ ~~- AUG 1 3 200 7 GARFI ELD CO UNT BUILDING & PLANNIN HEPWORTH -PAWL A K GEOTEC HNICAL Marc h 29, 200 7 B ig Mount ain Ra nc h Attn : Ji m Goff 1550 Eas t Oxford Land E nglewood , Co lo ra do 80 II 0 H c]'"-"ll h -l';m lak li<'l'l edmtca I. I nc 5l'2L' C,lll nt r Rl'a,! I 5-l u lo:n\1-,,p,l s f'rin p. \•lo r;),k) 8 16 0 1 l'h Pne: 970 -9 -!5-79 88 F ~~= 91\1.945 -8 454 c m ~d : hp geo@h pgeotech .com Job No. 107 0148 S ubj ec t: Subso il S tud y for found ati on De s ig n, Propo se d Ca retake r Re s id ence , Big Moun ta in Ranch. Ga rfi e ld Coun ty, Co lorado Dear Mr. Go ff: As reque sted by Sh ann o n Ba sco m, Hepwo rth-Pa w lak Geo tec h11i ca l, In c. pe rformed a sub so il stud y for des ign o f found at ion s a t th e su bj ec t site . The s tu dy was co ndu cted in acc ord anc e with ou r agre en)ent for geo techn ica l engineer in g se rvice s to Bi g Mo unt ain Ran c h dat ed Marc h 14 , 2007. The da ta o bt a in ed a nd our recommenda ti on s ba se d on th e prop ose d co nstru cti o n and sub surface co ndit ions enco unt ered are prese nt ed in thi s re port. Proposed Construction: Th e proposed res idence wi ll be a two story, .l og s truc ture over a c raw lspace with a det ac hed ga rage loca ted to th e wes t. Garage fl oo r w ill be s lab-o n- g rad e . Cut depth s are expected to range be twee n a bout 4 to 6 fe e t. Founda ti o n loa din gs are ass um ed to be re lati ve ly li ght to moderate and typ ica l of th e propo se d typ e of co ns! ruc ti o n. If buildin g condi ti ons or foundatio n load in gs are signifi ca ntl y diffe rent from tho se des cri bed abo ve, we s hould be notifi ed to re-eva lu ate th e rec omme nd atio ns presen ted in thi s repo rt . Site Conditions: The sit e wa s vacant and mo s tly cove red with up to I ~ fee t of snow a t th e tim e of our fi e ld exp lorat ion . The ground surface ac ro ss th e p ropo se d buildin g a rea is relati ve ly fl at with a mo d era te slope dow n to th e eas t. T here is a bout 6 fee t of eleva ti o n difference across th e prop ose d bu ildin g area. Ve ge tati on co nsists of gra ss and scat te re d bru s h. Subsurface Conditions: The sub surface condition s at th e s it e were eva luat ed by excava tin g two ex ploratory pit s at the no rth eas t and so uthwest co rner s of th e proposed res id ence. T he logs of the pit s are prese nt ed on Figure I. The s ubsoi ls encount ered , below abou t ~ to 2 fee t of topso il , gen erall y co ns is t of re lative ly stiff, sa nd y c lay w ith sca tt e red rock fra g ment s. Hard s ilt s ton e/clay stone bedro ck wa s enco unt ered be low th e c lay at a dep th of 4 fee t in Pit I. Th e clay s oi ls beca me ve ry roc ky be low a dep th of 5 'h feet in Pi t 2. Re s ult s of swe ll -co nso lidation tes tin g perf01med on re la ti ve ly undistur bed sa mpl es of th e cl ay , prese nted on fi gure 2, indi ca te low compre ss ibilit y und er ex is tin g moi s ture co ndit ion s and li g ht load in g, and a low to moderate expa nsion pot enti al w h e n we tt ed . U ndi s turb ed samplin g of th e silt stone/c lay s tone a nd so il s belo w the c lay in P it 2 -2- was not po ss ible due to th e hardness and rock content. No fr ee wat e r was obse rve d in th e pits at th e tim e of excavation and th e so il s were moi st to very moi s t. Foundation Recommendations: Co ns id ering th e subs urface conditio ns e ncountered in th e exp lora tory pit s and th e nature of th e proposed cons tr uc ti on, we recom mend sp read footings pl aced on the un di stu rbed na tura l clay and grave l so il o r bedrock desi gne d for an all owable so il bear in g pres sure of 2,500 psf fo r su pport of th e proposed ca retaker residence. T he clay matr ix so ils cou ld possess a var iab le se ttlement/heave potential and th ere co uld be so me pos t-co ns tru c ti on fo un da ti on mov e ment , due to the var iab le bearing cond iti o ns a nd if the bearing so il s are we tted . Precautio ns should be taken to p reven t we ttin g of th e bear ing so ils . Foo tin gs s hould be a minimum wid th of 16 inche s for con tinu ous wa ll s and 2 fee t fo r co lu mns. Loose and dis turbed so il s and ex pan sive clay so il s encountered at th e foundation bearin g leve l wi thin th e excava ti o n should be removed an d th e footing be arin g leve l ex tend ed down to the undisturbed natural clay and grave l so il s o r bedrock. The bea rin g co ndition s should be fm1her eva luat ed at th e tim e of cons tru cti on. Ex terior footi ngs sh o uld be prov ided wit h adeq uate cover above their bearing e levat ions for fros t protection. Placement of foot ing s at leas t 48 inche s be low th e ex te ri or grade is typ ica ll y used in thi s area . Co ntinuou s foundatio n wa ll s should be reinforced top and bonom to span loca l anoma li es s uch as by assuming an un support ed lengt h of at leas t 12 fee t. Founda ti on wa ll s ac tin g as retain ing stru c tur es shou ld be designed to res is t a lateral earth press ur e based on an equivale nt fluid unit we ight of at least 60 pcffor th e on-s it e clay soi l as backfil l, exc ludi ng topso il , vege ta ti on or ove r sized rock. Floor Slabs: There is a ri sk of s lab-on-grade heave and d istre ss if the clay subg rade becomes wetted. A s tr uctural flo o r over a crawlspace wou ld help to reduce thi s ri sk. S lab-on-grade co nstruction can be use d in th e ga rag e provided th e ri sk of di stress is acceptab le to th e ow ner. To reduce th e effec ts of so me d iffe renti a l moveme nt , non- s tru c tural floor slabs should be separated from all bea rin g wa ll s and co lumn s wit h expansio n j o int s which allo w unre strain ed ver ti cal movement. F loor s lab contro l j oints sh ould be use d to reduc e damage du e to shri nkage crack in g. T he requirement s fo r joint spacin g and s lab re info rce ment shou ld be estab li shed by th e des igner ba sed on ex perience and th e int ended s lab use. A minimum 4 in c h layer of sand and grave l should be placed beneat h garage s labs to ac t as a leve ling course. Thi s material shoul d co nsist of minus 2 in ch aggregate wit h le ss than 50% passin g th e No. 4 s iev e and Jess th an 12% pa ss in g th e No . 200 sieve . AJI fill materials for su pport of floor slabs should be compac ted to at leas t 95% of maximum stand ard Proctor dens it y a t near op ti mu m moisture co nt en t. Required fill shou ld consis t of import ed gra nul ar so i Is, such as road ba se, devo id of vege ta ti on, topso i I an d oversized rock. Underdrain System: Alth oug h free water was not e ncou nt ered during our exp lorati o n , it has been our experienc e in th e area and whe re bedrock is s hallow th at local perch ed grou nd water can deve lop durin g times of heavy prec ipit ati on or seaso nal runo ff Frozen gro und dming spring runoff ca n crea te a perc hed condi ti on. We recommend below-g ra d e Joh No. 10 7 0 148 ~tech -3 - construction, such as retaining walls and crawlspace 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 I foot below lowest adjacent finish grade and sloped at a minimum 1% to a suitable gravity outlet. Free-draining granular material used in the underdrain system should contain less than 2% passing the No. 200 sieve, less than 50% passing the No.4 sieve and have a maximum size of2 inches. The drain gravel backfill should be at least I Vz feet deep. Surface Drainage: The following drainage precautions should be observed during construction and maintained at all times after the residence has been completed: 1) Inundation of the foundation excavations and underslab areas should be avoided during construction. Drying could increase the expansion potential of the clay soils. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. Free-draining wall backfill should be capped with about 2 feet of the on-site, finer graded soils to reduce surface water infiltration. 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 12 inches in the first 1 0 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in pavement and walkway areas. A swale may be needed uphill to direct surface runoff around the residence. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. 5) Landscaping which requires regular heavy irrigation should be located at least 5 feet from the building. 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 wananty 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 and to the depths shown on Figure I, the proposed type of construction, and our experience in the area. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory pits and variations in the subsurface conditions may not become evident until excavation is perforrned. If conditions encountered during construction appear different from those described in this report, we should be notified at once so re-evaluation of the recommendations may be made. Job No 1070148 ~tech -4 - T hi s rep ort has bee n prepared for the exc lu s ive u se by our c li ent fo r des ig n purposes. W e are not resp ons ible for tec hni ca l int erpre tati ons by oth ers of o ur informati on. As th e proj ec t ev ol ves, we should prov ide continu e d co ns ult ati on and fi eld servi ces durin g con stru cti on to rev iew and m onitor th e impl ement a ti on of our reco mm end a ti ons, and to ve ri fy tha t th e recomm en da ti o ns have been a ppropri atel y int erpr eted . Signifi ca nt des ign chan ges may require additi o na l ana lys is or modifi ca ti ons to th e reco mm end ati ons pre se nt ed herein . W e recomm end on-s it e observati o n of excava ti o ns an d fo undati on bea rin g strata and tes tin g of s tructural fill by a represe nt ati ve of th e ge ote chni ca l engmee r. If yo u have any q ues ti on s, o r if we may b e of furth er ass is tan ce , pl ease let us kno w. Re sp ec tfull y Submitt ed, Trevor L. Kn ell , P . Rev . by:SLP T LK/ksw a tt ac hm ent s F ig ure 1 -Lo gs of Ex pl ora tory Pit s F igure 2 -Swe ll-Con solid ati on Test Res ult s cc: Sha nn on Basco m -Ow ner 's Re pr ese nt ativ e Job No. 107 0 148 ~tech I f- (L w 0 0 5 10 PIT 1 WC=22 6 00=98 PIT 2 WC=14_7 00=111 0 5 10 ti:i w LL I h: w 0 LEGEND: [::d TOPSOIL; sandy clay, organic, firm, moist, black to dark brown. D CLAY (CL); sandy, with scattered rock fragments at Pit 1, medium stiff to stiff, moist to very moist, brown ~ CLAY AND GRAVEL (CL-GC); sandy, scattered cobbles, stiff/medium dense, moist, brown. SILTSTONE/CLAYSTONE BEDROCK; hard, slightly moist, tan/brown. NOTES: 1. Exploratory pits were excavated on March 20, 2007 with a John Deere 410E backhoe. 2. Locations of exploratory pits were determined in the field by the client. 3. Elevations of exploratory pits were not measured and the logs of exploratory pits are drawn to depth. Pit 1 was about 6 feet higher than Pit 2 4. The exploratory pit locations should be considered accurate only to the degree implied by the method used 5. The lines between materials shown on the exploratory pit logs represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was encountered in the pits at the time of digging. Fluctuation in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content ( % ) DO = Dry Density ( pet ) 1070148 ~tech t-[PWORTh·PAWcM GECTECr-N (A. LOGS OF EXPLORATORY PITS FIGURE 1 z 0 (f) 1 z <i "-X w 2 z 0 ~ 3 w 0: "-:::;; 0 4 0 5 ~ 2 'if!--z 0 1 (f) z <i "-X w 0 z 0 (f) (f) 1 w 0: "-:::;; 0 2 0 I 1 !• , II,: 1 ) i Moisture Content = f----+r:-c::-'1=:'::::---1+-\ +-1+1 1 _,, ---+-H Dry Density = i Expansion \ \ I Sample of: Sandy Clay 0.1 0.1 J upon "-! ,il. 1 [ I wetting f','-:-1 From: Pit 1 at 2 Feet -1 I 'I II D! ,I I I Ill I I I i vI I I ' ! I I I I ' I I I T I I I I ' I I I 1 1 I I I I I i I I II 'J Ji I I I ' I I ! I \Ill I : i 1lTI I ! I I II I 1.0 10 APPLIED PRESSURE ( ksf) i I I Moisture Content = ! i i ! Dry Density = ! ' I I i I Sample of: Sandy Clay I I I I From: Pit 2 at 3 Feet ! ' I I II l I I I I ~ I I i ! II I ~ ~I I ! I I I ' I I i ' ' I I I it41 i Expansion I ~I I upon I l\ i i )'-I wetting ' i I I I ' ) I I ! I ' I ' I I I 11 I I ' I I I ; ' I I I I I I ! II ', I I I I I I I i I I ' I ' 1.0 10 APPLIED PRESSURE ( ksf) 22.6 98 14.7 111 percent pcf II I ',· ! I .i ! , I . I I ill !I ! ! '1: l I II ~, •• ~. \ i i ! i ,-, /,1 \ I ll I I I i I II 100 percent pcf I I II I ' I i I i I i I I II : I I 1-11 I I I I I I ' I I I I I I ' I I I ~ I i I I I 100 1070148 ~tech SWELL-CONSOLIDATION TEST RESULTS FIGURE 2 COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at __ / _.......3<--------f,o~~--=-'Z------'--X_Z..=------ Permit No. -~/__,Q..c..-=-(,---=()=-----~---------- I have this day inspected this structure and these premises and found the following corrections needed: {2cv_u \1-s 0 Call for Re-lnspection 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date '-/ " -;)-L-f 20 0~ Building Inspector -----":dl""'kh"""'-t-="'.--t·j.....:_U~-------- Phone (970) 945-8212 Q llJ ~ COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTI CE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job I ocated at --'-l--""8:"-=i2--'-9."--=3=-_M___;;__z_~=---'<:.-~----- /{)~03 . Permit No. ~all for Re-lnspection 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. Wh en c orrecti'on(s) have been made, c all f or inspect ion at 9 7 0 -384-5 003. oate 1-3 20 Oo Building lnspectornAJ fl-. /1::le ___ a_Lt£_ ~ -....... Phone (970) 945-8212 COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE I 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at /3 2 9' .3 Permit No. / c:? CO V 3 I have this day inspected this structure and these premises and found the following corrections needed: Ct?V£fR /A/St/[/{;772;/(/ /A/S;OJL. ' t:?F /bt/S/£--. When correction(s) have been made, call for inspection at 970-384-5003. Date 7-?? ( Building Inspector ----~~~~~~~~~--~------ Phone (970) 945-8212 GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 108 Eighth Street, Suite 201 Glenwood Springs, Coloradof 81601 INDIVIDUAL SEWAGE DISPOSAL PERMIT PROPERTY Phone (970) 945-8212 Permit 4357 Assessor's Parcel No. This does not constitute a building or use permit. Owner's Name 8\(t HtD RO.'f\.CD Present Address \ 0SO C· O<fOtd-[fft\e.~~ ~03 ·8\0-b3~~ System L ocation Cf ~"'5Q • .{.( \ t \.e ~g~~~~~nof~~~r~~~~~.~\~~~1~~~-~~~~-Y~--0_~----~~\_L~\~----------------- SYSTEM DESIGN Septic Tank Capacity (gallon) ______ Other ( c)oD 33 p'"''"''" ""' (m'""'"""'h) I ~8~ :Jp'-/":~r..:J.I;.,..(o~~ -s·~~~ t:;\, -I (, Required Absorptio n Area· See Attached ~ J 'lfJ r "'l V\JVM.I\. ~ ' ~ l Special Setback Requirem ents: ~S?..-'rJ V'l\ ~ -'7/ -I 1 Date __ q_.__._,/.'-'-{_-_D__._1 ___ Inspe ctor ~ ~ FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System Insta ller /3eJtVV'L-{)~t.2·eAcJf ~ ~ Septi c Tan k Capacity ____ -4LLL.....5J~O::::...._O_:_ ___________________________ _ Septic Tank Manufacturer or Trade Name --~AJ.__,.,'--'Oo<..:..:fL.=-lA..eS~==__::C=::..>.Q~------------------ Septic Tank Access within 8 " of surface __ __,,...,y1-'-'~=::._-'~'..::.~---------------------- Absorptio n Area ~~~~~~~~~~~~~~~~~~~v~-~~~~~~\~~~~~~~~~~~~~\ ~~~~~,~- Absorption Area Typ e and/or Manufacturer or Trade Name -----:G-:;;;~o+r--.1~'"---lk~..:..\ -~-'-'---'~-->----------- Adequate compliance with County and State regulations/requirements 't.-V\ 7-- Other _________________________________________ _ Date \0 ·~ ~ =:<I\ Inspector --""'1~~__,\._,_\ ---------------- RETAIN WITH RECEIPT RECoA6s AT CONSTRUCTION SITE *CONDITIONS: 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25, Article 10 C.R.S. 1973 , Revised 1984. 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements . Con- nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a requ ireme nt of th e permit and cause for b oth legal action and revocation of the permit. 3 . Any person who co nstructs, alters, or installs an individual seWage disposal system in a manner which involves a knowing and material variation fro m the terms or specifications co ntained in the application of permit commits a Class I, Petty Offense ($500.00 fine-6 months i n jail or both). White-APPLICANT Yellow· DEPARTMENT No. --------4.l ___ OG_D_~--Assessor's Parcel No. lElr)..~y.-.CO-o\Y ' Date 8'-}4-o=\-- r), ~'fJ" ~5~ BUILDING PERMIT CARD Job Address c r ~~At-\e owner \?tQ YV\tTh .'fiQU'5{S Address \~PC (')SfQta-Enq\ew0~ne # ~03:8t~~S3 Contractor h~ t ~ns±: Addresset4b ~ bf-e.,\fe Phone# qyg .. tD)J.1 Setbacks: Front _____ Rear _____ RH ___ -:-:--LH _____ Zoning ____ _ Cbf€ 1tt~r\1QU~e, INSPECTIONS Soi Is Test =---=-----:::--.,....-----,,....._oc-::-J=---r Footing . $-Uf-= 1 ~ yf{k; ok Foundation r:t-1~ ~ Grout ___________ ___ Underground Plumbin~--=----- Roug h PI u m bing ~~----=:......Jo,.~'+-'-'""--71~ ~f,vl 0 5 Framing_~-~-~~:.......y~u.........:::.....;:__:--7"r r ~ )4.. Insulation ~....=.:....._...=!7'i~~___L_-=-..!1~...L....:....l~-...JtJ Roofing --;.r--::-:----:--r~-r------- Drywall .. )L~-1>~ Gas Piping 5:-~ AhY\ vr_ NOTES /·~?JI' so, ~?=:.-£ 7-8-08 Weatherproofing __________ _ Mechanical ____________ _ Electrical Rough (State) ________ _ Electrical Final (State) _______ -----::::r-=- Final ·z.-;1/-tJC' /Checklist Co~eted? yitS Certificate Occupancy # -+'5...........:.::q~tfle.~--:::------ Date I SSUJd 7 -14 ·0?; Septic System # _l-f___.___3~$"J-L-------- Date I o,. a--r -Cl"} Final ~k.. Other ______________ _ (continue on back) ·' . INSPECTION WILL NOJ JUE MADE UNLESS THIS CARD IS PO~TED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued.~:~'f:J.:-... zoned Area ....... : ....................... Permit No ... .J.~.9.~ .... .. AGREEMENT In consideration of the issuan~e 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 . . v.. a&-"llttr ~-~· W>Oo:.\wq) Addm,.d,•gal O...,!!;!fdoo 1:. ~-\f.~ Owner e\R.t Will\ Rtl~_ Contractor b ~ ' cerr:>T· Setbacks Front Side Side Rear This C••d Mu~t Be Posted So It i5 Plainly Visible Fr-<1m Tbe Street Until Final Inspection. INSPECTION RECORD Footing 'fS ~ :1'1 ..-o 1 ~ UP-~ 'd Driveway Foundation ~ • /{ ~() 7 ~ ~~~~~~-----1~~~~~~~~~~ Underground Plumbing Insulation 5'7·£Y6 IIJ(l,U-0 ' f!A-7 Rough Plumbing l·i,<':f-'I -C~ Wl. Df'Y'Yall 5-1~·08 ,(J-rr\ ~ Chimney & Vent {-[ .1)~ ~ Electric Final (by State Inspecto~ ~ ~ Gas Piping 5 ~ .pg IJ1v..; Final 7-/ )-t) g ~4" / D 1 ~t--!E!Il•ec.trll!li•c .R.ou~g,.h111(B .. y _,st,.at•e•In.spille•ct•o•r)•'tllllil'-z}liilll-~f!i..j;'II-!SI!Ie•p•tic_F•.·n.a.l _.f.lo.~ .. ~..._--.o .. 1.,filii~l_j,WI ... ~ .. d .. ' it.._ .... Framing >-·1 -ofb \~ '1·'1'<-vl' Notes: v (To include Roof in place anii'Windows }"-\:c 1 and Doors installed). ..~"'.. ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING • WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. • TillS PERMIT IS NpT TRANSFERABLE For Inspections Call384-5003 108 8th Street Glenwood Springs, Colorado APPROVED DO NOT DEST~OY THIS CARD Date~-j.LJ.-3-By fl J.JL . IF PLA~ ·COVER WITH CLEAR PLASTIC Parcel D e tai l Page 1 of 3 Garfield County Assessor/Treasurer Parcel Detail Information A ssessorfrreasurer Property Search I Assessor Subset Query I Assessor Sa les Search Clerk & Recorder ReceQtion Search Basi c BuildingJ:haracteristic~ I Tax Information Parcel Detail I Value Deta il I Sales De ta il I Residential/Co mmercial Improvement D e ta il Land Detai l I Photographs I Tax Area II Account Number II Parcel Number II Mill Levy I I 016 II R160184 II 187725400014 II 44.79 I Owner Name and Mailing Address IBI G MOUNTAIN RANCH LLC I 1155 9 OXFORD LANE I !ENGLEWOOD, CO 80113 I Legal Description lsECT,TWN,RNG:25-3-94 DESC: SEC. 25: !SENE, E1/2NWSE, NESE, N 1/2SESE, lsESESE. SEC 36: NENENE. EXCEPT A IPC L CONT 40 AC BEING THE SENE AS IDES C IN BK 1160 PG 888 . IPRE :R160 170 BK:0673 PG :0116 BK:0672 IPG :0881 BK:0339 PG:0413 BK: 1169 IPG:925 RECPT:558286 BK:1169 PG:924 IRE CPT:558285 BK:1169 PG :923 IRECPT:558284 BK:1160 PG:888 IRECPT:555467 BK: 1132 PG:803 IRECPT:546512 BK:1132 PG:799 IRECPT:546508 BK:1031 PG:0716 IBK:0938 PG:0311 BK:0922 PG:0482 IBK :0843 PG:0834 BK:0739 PG:0734 http://www .garcoact.com/assessor/Parcel.asp? AccountN umber=R 160184 5/29/2007 Parcel D~tail Page 2 of 3 Location Physical Address: I Subdivision: I Land Acres: 11100 Land Sg Ft: llo Section II Township II Range 25 II 3 II 94 Property Tax Valuation Information II II Actual Value II Assessed Value I I Land: 1,76011 5201 I Improvements: oil ol I Total: 1,76011 5201 Sale Date: 11 112012000 Sale Price: 115oo ,ooo Basic Building Characteristics II Number of Residential lo I Buildings: Number of Commllnd lo I Buildings: No Building Records Found Tax Information Tax Year Transaction Type Amount I 2006 T ax Pay ment: Wh ole ($22.40)1 2006 Tax Amount $22.401 2005 Tax Paym en t: Whole ($22.50)1 2005 Tax Amount $22 .501 2004 Tax P ay ment: Whol e ($23.60)1 2004 Tax Amount $23.601 2003 Tax Payment: Whole ($26.22)1 2003 Tax Amount $26.22 1 2002 Tax Payment: Whole II ($2 4.76)1 II http ://www .ga rcoac t.co m/a ssesso r/P arc el.as p? Acc ountNumber=R160 184 5/29/2007 Parcel D~tai l . Page 3 of 3 2002 Tax Amount II $24.761 2001 Tax Payment: Whole II ($25.32)1 2001 Tax Amount $25 .321 2000 Tax Payment: Whole ($25.44)1 2000 Tax Amount $25.441 1999 Tax Payment: Whole ($25.50)1 1999 Tax Amount $25.501 -------------- Top of Page Assessor Database Search Options I Treas urer Database Search Options Clerk & Recorder Database Search Options Galfield County Home Page The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2005 -2006 Good Turns Software. All Rights Reserved _ Database & Web Design by Good Turns Software. http ://www .garcoact.com/assessor/Parcel.asp?AccountNumber=Rl60184 5/29/2007