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Application - Permit
Garfield County [No. 10440 1 Building & Sanitation Department 108 at" Street, Suite #401 Glenwood Springs, Co. 81601 . Office-945-8212 Inspection Line-384-5003 . ) {_ u11!a~ lPJ .. JobAddress ~ b:.\t\-\S'WQ/\/1~· rt1f(tlGb:i±~1d''vEWl'1 rer~t: NatureofWork Building?ennit ~jQl--()).\-0"5-00~ Use of Building s/F u-4 3 cpgoqe Owner eovb jQVV\ Contractor! R · f)fq U)()Ll. tYl(, AmountofPennit$ ~0)·92 Date S-Lt(')+ Clerk ~J 1cy ttl GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 a •• Street, Saito 401, OICDWOCMI Spdsap, CO 81601 N ,o ,...,.,.94S-82q I J'u: 971)..384.3470 I IDapoc&a LiDo: 970-384-5003 \,LH'-il.J Parcel/Schedule No: r)c(o 7-01 /-0§-oo)-.. Permit No : I Job Address: Lot No : Uc. No. No. of Floors: __ J tl.!i tb 3 Car /)IJ:Ca 9-e- t:.D.n.a_/ e .....,;te. __ ·· ~C/')/1 s.teaL. M.a () e ~ 1/at..L se 1 : ~w u Alteration , Remove u Addition t:l Move Carport: ~itePian 0 Single 0 Double Adjusted Valuations: 22:~ q94 I I NOTICE Plan Check Fee: Permit Fee: '?' A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST Jll: I, I C) L{ ~~ ISSUED BY ntE STATE OF COLORADO. Itt, t:tcr 3 nilS PERMIT BECOMES NULL AND VOID IF WORK OR CONSI'RUC:OON Total Fee: Dated Permit Issued: AllrnORIZED IS NOT COMMENCED WlntLN 180 DAYS, OR, I F ~ 8'03 'i ~ CONSTRUC'l10N OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY 11ME AFTER WORK IS COMMENCED. I HEREBY CER1lFY 11iAT I HAVE READ AND EXAMINED ntiS OCC Group: Const. Type: APPUCATION AND KNOW THE SAME TO BE 'TRUE AND CORRECT. AU. -:t::a L. :J03 PROVISIONS OF LAWS GOVERNING TinS TI'PE OF WORK WILL B E COMPLETED WITHIN WIIE'IlfER SPECIFIED HEREIN OR NOT. ntE Zoning: Setbacks: GRAN11NO OF A PERMIT DOES NOT PRESUME TO GIVE AllrnORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OniER 81'ATE OR LOCAL LAW REOULA11NO CONSTRUC'l10N OR ntE PERFORMANCE OF CONSTRUC'l10N. -----r,-~ f?..td: 3 -18'-0? I Manu. Home: l R~OF OWNER · OATF. ~ ISDS No . & Fee: .1\0RF:F.MF.NT I I I PERMISSION IS HEREBY GRANTED TO 111E APPUCANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONsnnlCT "1-'.E STRUcnJRE AS DETAILED ON PLANS AND SPECIF!CA110NS SUBMI1TED TO AND REVIEWED BY ntE BUUDING DEPARTMENT. IN CONSIDERA110N OF 111E ISSSUANCE OF ntiS PERMIT, ntE SIGNER. HEREBY AGREES TO COMPLY WITH AU. BUi lDING CODES AND !.AND USE REGUI.A110HS ADOPI'ED BY GARFIELD COUNTY PURSUANT TO AU'IHORITY GIVEN LN 30.2 8.201 CRS AS AMENDED. 111E SIGNER FUR'lliER AGREES TiiAT IF THE ABOVE SND ORDINANCES ARE NOT FUU.Y COMPilED WITH IN THE LCOA110N, EREC110N, CONS1WC'l10N, ANO USF: OF '1'1-fE ABOVE DESCRIBED STRUClURE, THE PERMIT MAY B E REVOKED BY NOTICE FROM THE COUN'JY AND 11iATntEH AND ntERE IT SHI\U. BECOME NUU. AND VOID. 1liE ISSUANCE 01" A I'ERMT BASED UPON PlANS, SPECIF1CAnDNS AND OTHER DATA SHAll. HOT PREVENT 11m BUIWINO OFFICIAL FROM 11tEREAFrER REQUIRJNG mE CORREC'IlON OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVEN11NG BUilDING OPERA nON BEING CARRIED ON THEREUNDER WHEN IN VI0~110N OF 1llS CODE OR ANY OTHER ORDINANCE OR REGU~110N OF ntiS JURISDIC'l10N. mE REVIEW OF SUBMJTJED PLANS AND SPECIFICA110NS AND INSPEC'l10NS CONDUCTED THEREAPTER DOES NOT CONS1TruTE AN ACCEPTANCE OF ANY RESPONSIBIU11ES OR UABtmES BY GARFIELD COUN'JY FOR ERRORS, OMISSIONS OR D I SCREPENCIES. THE RESPONSI BIU'IY FOR ntESE rrEMS AND IMPLEMENTA110H DURING CONSTRUcnON RESTS SPECIFICIALLY W111f THE ARTICTECT, DESIGNER, BUilDER. AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVAnVE AND IN SUPPORT OF THE OWNERS LHTEREST. ~~£f{!:BY ACKN~~ HAVE ~AND UHDERSTANDTHEAOREEMENT ABOVB PNm&;' --of C'j 1f~-1D C ( lOl:)~ J:151~10·d3 The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector, 2. Pennanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. All bathrooms must be complete, with washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door, 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all IBC and IRC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made; 8. A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, and/or State Agencies where applicable. 9. If you will be connecting to a public water and/or sewer system, proof of the tap fees have been paid and the connections inspected by the service provider prior to issuance of a C.O. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****A CERTIFICATE OF OCCUPANCY MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occu~ ~e issuance of a Certificate of Occupancy for the dwelling under building permit# ~-f-"-'"~--.\U_~;......_ Signature Bpapplicationoctober2006 3-18-01 Date VALUATION/FEE DETERMINATION Applicant U. Address , '2. f vt*.......k <.& u..rl Date lj .... ~c,.-c/1 Finished (Livable Area): Subdivision ~~ Crladc. v" (fo..v' Lot/Block L-.2. Bill. 1 Contractor T /?.... O(l yw..,...t l Tt-Jc... Main "2.1.~ )( Ill ... 1 C{ 1/ o~o S"l.. Upper Lower Other Total Square Feet 2 S.. "3 T Valuation \ s 'Z. C\1 C%0 Basement: Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Gara!!e: Valuation 70 I A. l t -=. 12 J l,l ( Crawl Space: Valuation Decks/Patios: Covered 5 f"&' X 2 4 ::-l'·l 11 2 4CI Valuation Open valuation J r 2.-,.t I'L = ;2 I rtc ~ Total Valuation PLAN REVIEW CHECKLIST Applicant. _ _..(<-=-:v..;=s::;...r._ __ _ Building ~ngineered Foundation ~rivewayPenrut L surveyed Site Plan _Lseptic Penrut and Setbacks ~ ~ Grade!fopography 30% ~\--.c.. ,L'Attach Residential Plan Review List __.L.Minimum Application Questionnaire -\,LSubdivi sion Plat Notes ~Fire Department Review ~ V a1uation Detenrunation/Fees ~Red Line Plans/Stamps/Sticker L Attach Conditions V Application Signed _LPlan Reviewer To Sign Application _LParcel/Schedule No. * 40# Snow load Letter-Manf. Hms. _L Soils Report GENERAL NOTES: Date. __ l._l ;;...-~'?::....t...c:.-...-...;;.o_:J..,___ Planning/Zoning __ Aood Plain __ Subdivision Plat Notes GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS For SINGLE FAMILY DWELLING CONSTRUCTION Inc1uding NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a penn it applic ation and expedite the issuance of a penn it it is important that complete infonnation be provided. When re viewing a plan and it's discovered that required infonnation has not been provided by th e applicant, this w ill result in the delay of the pennit 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 r eviewed 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 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 sruds 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. Al1 sheets to be identified by number and indexed. All of the above requirements must be met or your plans wiiJ 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 strucrure or addition and distances to the property lines from each corner 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: 1 06.2) Any site plan for the placement of any portion of a strucrure 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 signarure 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 permit on is located on a corner lot. Special setbacks ,ly. Yes ___ _ 3. Does the site plan include when applicable the location of the l.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 ,_,.,.- 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes __ ..;..._ __ 5. Are you aware that prior to submittal of a building permit application you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department at 625-8601. Yes V 6. 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 ~ 7. 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;--===========-- 8. Do the plans indicate the size and location of ventilation openings for the attic. roof joist spaces and soffits? Yes r-- 9. Do the plans include design loads as required by Garfield County for roof snow loads. (a minimum of 40 pounds per square foot up to & including 7.000 feet above sea level). floor loads and wind loads? Yes V 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, roof rafters or joists or trusses? Yes ~ 12. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes ~ 13. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat roof? (Building height measurement usually not to exceed 25 feet) Yes ,/' 14. Does the plan include any stove or zero clearance fireplace planned for installation including 3 make and model and Colorado Phase II cenifications or phase II EPA cenification? Yes · V No _____ _ 15. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? / Yes No __ _;v;..__ __ _ 16. Does the plan include a window schedule or other verification that egress /rescue windows from sleeping rooms and/or basements comply with the requirements of the IRC? Yes ~ No ------- 17. Does the plan include a window schedule or other verification that windows provide natural light and "enti~on for all habitable rooms? Yes ~ No _________ _ 18. Do the plans indicate the location of glazing subject to human impact such as glass doors , glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and speciry safE!)' glazing for these areas? Yes ~ No _________ _ 19. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on !!J.e plan? Yes ~ No ------- 20. Do you understand that if you arc building on a parcel of land created by the exemption process or the subdivision process , are building plans in compliance with all plat notes and/or covenants? Yes ~ No ________ _ 21. Do you understand that if you belong to a Homeowners Association (HOA), it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? The building permit application will be accepted without it, but you run the risk of the HOA bringing action to enforce the covenants, which can result in revocation of pennit issued. Additionally, your Plan Review fee is not refundable if the plans have been reviewed by the Building Depanment prior to any action by the HOA that requires either revocation or substantial m~cation of the plans. ~ p~ Yes ~ No · 22. Will this be the only residential strUcture on the parcel? Yes t/ No If no-Explain:. ______ _ 23 . Have two (2) complete sets of constrUction drawings been submitted with the application? Yes t/ 4 24. Do you understand that the minimum dimension a home can be on a lot is 20ft.wide and 20ft. long? Yes t/" No ____ _ 25. Have you designed or had this plan designed while considering building a?d other construction code requirements? Yes V: No ____ _ 26. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes t/' No ------- 27. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes ~ No _____ __ 28. Do you understand that approval for design and/or construction changes arc required prior to the application of these changes? Yes ~ No ____ __ 29. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Permit Fee" a s well as any "Road Impact" or "Septic System" fees required, at the time you pick up your building permit? Yes ,/ No ____ _ 30. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made from 7:30a.m. to 3:30p.m. Monday through Friday. Inspections are to be called min 91 t 384~5003. Yes t./ No ------ 31. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re-inspection fee? Yes ~ No ________ _ 32. Are you aware that you are required to call for all inspections required under the IRC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy ofthe building? Yes V No ------- 5 33. 34. 35. 36. 37. 38. Aie you aware that the Permit Application must be signed by the Owner or a written authority being given for an Agent and that the pany responsible for the project must comply with the IRC? Yes ~ No ------- Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required at time of apr.rlicable inspection. Yes ~ No ______ _ Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Schedule Number for the lot you are applying for this permit on prior to submittal of a building permit application? Your attention in this is appreciated . Yes v No -------------- Do you know that the local fire distri;t may require you to submit plans for their review of fire safety issues? Yes t/ No (please check with the building department about this requirement) Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading permit? Yes ~ Are you aware that if you will be connecting to a public water and/or sewer system, that the tap fees have to be paid and the connections inspected by the service provider prior to the issuance of a Certificate of Occupancy? Yes ~ I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. 3-2?-01 Signature of Owner Date Phone: 62.£-s-ti./-J. (days); ~6...::::1:..:::S~---=s-;-=J:....~:'f~h:::!....---( evenings) Pr~ectName: ___ ~h?~u~s~~--~R~e~$L_ _______________________________ _ Project Address:. __ ..... ?~1..__""'/3~al4-lJt/;:..L~~e..~..M....!:.,I;;eLa'-r!....--~.C_.~~..c_....~.Ti....~.r:....;ai:4..L..i '-'-------- Notes: If you have answered "No" on any of the questions. you may be required to provide this 6 information at the request of the Building Official prior to beginning the plan review process . Delays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for rev iew, delay in issuance of the permit or delay in proceeding with construction. Bpminreq November2006 7 GARFIELD COUNTY BUILDING REQUIREMENTS Codes: 2003 IRC, IBC, IFGC, IMC, IPC, Setbacks: Check subdivisions and zone district for setback requirements. Snowload (measured at the roof): 40PSF up to 7000ft. elevation. 50PSF 7001 to 8000ft. 75PSF 8001 to 9000ft. 100PSF 9001 to 10000ft. Seismic design category: B Weathering probability for concrete: Severe Termite infestation probability: None to slight Wind speed: 90mph Decay probability: None to slight Wind Exposure: B arC (see section R301.2.1.4) Frost Depth: 36in. to 8000ft. elevation. 42in. 8001 and above. Winter Design Temperature: Minus 2 to 7000ft.; minus 16 over 7000ft. elevation. Air Freezing Index: 2500deg F-days to 7000ft.; over 7000ft. to be determined by Building Official. Ice shield under-layment required. Mean Annual temp.: V ariab)e Insulation: Maximum glazing U factor: 0.50 Minimum R-Values : • Ceilings/roofs R values are: R-30 stick built structures. R-38 Jog construction and steel rafter construction. • Walls R values are R-19 wood frame ; R-19 cavity R-3 sheathing steel studs. • Floors R-values are R-19. • Basement wall R-values are R-10 befow grade, R-19 above grade. • Slab perimeter R-value and depth is R- 10/36in. • Crawl space wall R-values are R-10 below grade and R-19 above grade If floors over crawl spaces are not insulated, the crawl space walls must be insulated. Basement wall must be insulated to frost depth. Common walls garage to house must have R-19 insulation. Common ceiling/floor garage to house must have R-19. Take precautions to protect plumbing in these areas . B4/B~/2aa7 22:01 6 258627 ROAD AND ERIDGE BUITo: Garfield County Road and Bridge Department P.O. Bax426 Rifle, co 81650 Phone-(970)625--8601 Fax-(970)625-8627 Invoice Driveway Permit Number: GRB07-D-29 Invoice Date: 4f.¥'JI.XY1 Tom Rust 0188CR259 Rifle ,co 81650 $75.00 per Driveway Permit. ?rlv!.~ay_ Permit Fe.:~-. _ Total Due: ThulkYout $15.00 $'15.00 PAG£ 65 64/84/20B7 22:01 6258627 ROAD AND BRIDGE Garfield Coun Applkatloa for Driveway Permit P"son Obtabring Permit: To111 Rust AppUcation Duu: 415/1007 County Road Number: 370 District: Sill Pnllf.lt Nu,b6r: GRBOi·D-29 Terminati(Jn D11te: JIJ/2007 lnsp•ctor: KrDig Kuberry PAt%: Ell hereby requests permission and authority from the Board of County Commissioners to COWitruct a driveway llpproac:h (cs) on the riaht~f-way off of County RoadJ:& of 71 CR 370, located on the~ side of road for the purpose of obtaining access to property. Applicant submits herewith for the consideration and approval of the Board of County Commissioners, a sketch of the proposed installadon showing all the necessary specification detail including: 1. Frontage of lot along road. 2 . Distance from centerline of road to propeny llae. 3 . Number of driveways requtsted 4 . Width of proposed drivew ays and angle of approach. S. Distance from driveway to J'03d intersection, if any. 6. Size and shape of area separating driveways if mor: than one approach . 7. Setback distance of building(!) and other stnK-1\lte improvements. 8. No unloading of equipment on county road, any daJDage caused to coUDty road will be repaired at subdivision expense . 9. Responsible for two years from the date of oompfetioa. @geral PrgyfsJoat 1) The applicant rep~nts aU parties in interest, and affirma that the drivtway approach (cs) is to be constructed by him for the bona fide purpose of sec:urina access to his property and not for the purpose of doing bWiiness or servicing vehicles on tbe ruad right of way. 2) The applicant shall furnish all labor and materials , perfonn all work. and pay all costs in connection with the construction of the driveway(s). All work shall be completed within thirty (30) days of the pennit date. 3) The type of construction shall be as designated and/or approved by the Board of County Commissioners or their representative and all materials used shall be of satisfactory quality and subject to inspection and approva l of the Board of County Commissioners or their representative. 4) The traveling pui;Jiic shall be prate~ during the installation with proper warning signa and signals and t~ Board of County Commissioner& .1Dd their duly appointed agent1 md employee shall be: held harmless aeainst any action for personal injury or property damage llustained by any reason of the exercise of the Permit. S) The Applicant shall assume responsibihty for the removal or cleanmce of snow, icc, or sleet upon any portion of the driveway approach (es) even though depQsited on the driveway{s) in the course of the CountY snow removal operatjons. 04te4t20B7 2::01 625SG 2 7 ~OAD AND ERIDGE PAGE El 2 6) In th~ event it becomes necesstU'}' to remove any right-of-way fence. tbe posts on either sid~ of the entrance shall be surely braced before the fence is cut to prevcat any slacking of the remainia, fence and all posts and wire removed shall be turned over to the District Road Supervisor of the Board of County Commissioners 7) No revisionJ or additions shall be made to the driveway(s) or its appurtenances on the right-of-way without written permission of the Board of County Commissioners. 8) ProviSions and specifications outlined herein shall apply on all road& under the jurisdiction of the Board of County Commissioners of Garfidd County, Colomdo, and the Spccificatiooa, set fonh on the attached hereof and incorporated herein as conditione hereof. 9) Final Jn~pection of driveway wiU be required upoa coapletloa and must be apprond by penoa iJauina permit or npretentatlve of penon IJsuiag permit. Tbe faspeedou aDd sip off must be done prior to my CO from the BuUdlag and Plaoolq Departaeut beiag lJ&ued. 10) Contractor apett to aD Provisfoae in EUlbft A- Special CQAdltlopt: 1. Driveway Wldtb-Z3'3" l. Culvert required? False Size! by 3. Alpha It or coocrete pad required? True Size of pad: 23'23" 4. Gravel portion required? Falae Leoglb: 5. Tnn, bruth aadlor fence need to be removed ror vhlblllty? Falte 6. Dfataaee aDd Direcdon: 7. Cenifitd Trafftc Control Required? Flllse 8. Work zoaa signs required? True 9. Curb cut oaiJ 23'23" In signing this O.P,P!iQtion and upon receiving authorization and pcnniuion to instaU the driveway approach {es) described herein the Applicant signifies that be has rCDd, understands aod accepts tho foregoing provisions and conditions and agn:es to construct the driveway(s) in accordance with the accompanying specification plan reviewed and approved by the Board of County Commissioners. Slped: ---'~~12?7~~12t~d~~..__----~oiil\iit Addre11:_ ~t2:;.c..Y....wt5J~;r=~~....-:.Cl)-==..,v~&/~~2~,5.~....C:Z...~.---L£•He_ Tetepbo•e Number: {~6 -S/Lf:J. Pennit granted 4JSQ007, wbject to the provtaona, apedracatioot alld c:o.dftions stipulated herein. For Board of County Commissioners' of Garfield County, Colorado: Representative of Garfield County Road and Bridie Sipature . · ~EB -27 -2007 1:): 53 Fr ':lr .: HP -~OTEO-l 9 7~94584S4 To:97e&255262 ' . ~tech HEPWORTH · PAWLAK GEOTECHNI CAL SUBSOIL STUDY f l!!p\\,lrlh l'.m •J:.k ( Jt l'l('' h HL ;IJ, Jill ;!.':ll l · "'~"~'' R••.d !54 'Hel11\• ''"f ~pll n f,!~. (. ·,,Ju r ••In 1:1 lfJl\l rhNle O;\' 9-!'i . i9/Ui Fn \jj\] 94~ ·~4'i4 ~rn .u l hra:~···illhr~o:e• a:.-h ''''" FOR FOUNDATION DES1GN PROPOSED RESIDENCE LOT 2, BLOCK 1, BATTLEMENT CREEK VILLAGE BATTLEMENT MESA G~ELDCOUNTY,COLORADO JOB NO. 107 0054 FEBRUARY 26, 2007 PREPARED FOR: TOM RUST 0188 COUNTY ROAD 259 RIFLE, COLORADO 81650 FES -2'7 -2007 1;5 : 53 From: HP -GEOTECH To:9706255262 - 2 - building area . The ground surface is relatively !let over most of the lot. There is a steeper slope in the front pcu1 of the lot down to the west and B<tlllement Creek Trail. Tne elevation difference across the Jot is about 15 feet with most of the difference being m the from pon ion. Vegetation consists of sag~brusn . grass and weeds. Basalt cobbles ami boulders are exposed on the ground surface . FIELD EXPLORATION The field e xploration for the pr~ject was cond ucted on February 6, 2007 . One explor.llory boring was drilled at the locat ion shown on Figure I to evaluate the subsurfac e condiuons . The boring was advanced with 4 inch diameter cont i n uou~ flighl augers powered by a CMF.-55 tlr ill rig mo unted on a skid loader . The bonng was loggl:d by a representat ive ofHepwonh-Puwlnk Geotechnical , Inc. Srunples of the subsoils were taken with Jlla inch and 2 inch I. D. spoon samplers. The samplers were driven into the subso ils at various depths with blows from a 140 pound hammer falling 30 inches. This test is similar to the standard penetration test described by ASTM Method D-I 586 . The penetration resistance values arc an indication of the relative density or consi stency of the c;ubsoils De pths at which the samples were taken and the penetr ation resistance vul ues ore shown on the Log of Exploratory Boring, Figure 2. The samples were retumeJ t C1 our lnbo ratory for review by the project engineer and testing . SUBSURFACE CONDITIONS A graph ic Jog o f the ~.ubs u rface cond it ions encountered at the site is shown on Figure 2 . The subsoils cons is: of about Ya foo t of topsoil ove rl yi ng stiff to hard, slightly sandy to sandy s ilt. Re lat i·1ely dense=, basalt grave l, cobb :es and boulders in a sandy silt matrix was encountereJ beneath the silt soi ls at a depth of 19 feet. There was a 2 foot th ick layer of gravels cn ~..ountered m the bori ng at n depth of 7 feet. Laborator f testing performed on s amples obtained from the boring included natural moistur>: ~.;onh:nl um.l den sity. und percent finer than sand size grad ation analyses . Results Jol· No. 107 OOS4 FEB -27-2007 13,:54 Fr,m: HP -GEOTEQ-1 9709458454 To:9706255262 P . 6 '14 -3 - of swell-consolidation tes ting performed on relatively undisturbed drive semples of the silt soils, presented on Figure 4, ge ne ral ly indica te low to moderate compressibility under conditions of loading and wetting . One sampl~ showed a minor expansion potcnti~;~l nnd the other a low co ll apse potential {settlement w1der constant load) when wened . The laboratory testing is summ arized in Tab le I . No free water was encmmtered in the boring at the lime of drilling and the s ubso ils were slightly moist to moisl. FOUNDATION BEARING CONDITIONS The silt soils possess low bearing capacity and ha ve D modenue seuleme nt potential when wetted . The underlying coarse granul ar so i Is enc ountered at n depth of 19 feet in the boring possess moderate bear ing capa ci ty and re lat ively low settlement potential. Spn:ad footings bearing on the si ll soils should be feasible for foundation support of the residence. There is some po tential for differential settlement due to the variable: bearing conditions and if the silt soil s become wetted . Extending the foundation down Lo bear entirely on the underlymg coarse granula r soils, such as with piles or piers, should achieve a re :at i vely low s eTtlement ris k. DESIGN RECOMMENDATIONS FOUNDATIONS Considering the subsurlb c~ cond i ti ons en countered in the exploratory boring and the nature of the proposed construction, the building cun be founded with spread footings bearing on the uppe r natural so il s . The design and construction cri ter ia prese nted be !ow should be observed for a spread toot ing foundation system. Precautions should be taken to prevent wetting of the fine - grained bearing soi ls_ I) Footings placed on the undisturbed natural soils should be designed for an allowable bearing press ure of 1.500 psf. Based on experience, we expect settlemen t o f lootings designed and constructed as discussed in this section Job No . 107 00~4 FEB -27-2007 1?:54 Fr~m:HP -GEOTECH 97~'3458454 To: 97e6255262 • 4 .- will be up to a bout I inch. There could be additional differential settlement on the order of I to 2 inches ifthe sill bearing soils be~nme wetted . 2) The footings should have a minimum width of 18 inches for continuous walls nnd 2 feet tor isolated pads. 3) Exterior footings and footings beneath unheated areas should be provided with adeqwtte soil cover above their bearing elevation for frost protec;tion . Placement of foundations at least 36 inches below exterior grade i$ typically used in thi s area . 4) Continuous fo.undutio n wall!. should be reinforced top and bottom to span local anomt~lie~ and better wi thstand the eiTects of some differential seulemem such as by assuming an unsupported length of at lenst 12 feet. Foundmion walls acting as retain ing structures (if any) should also be designed lO resist a lateral earth pressure corresponding to an equivalent fluid unit weight of al least 50 pcf. S) The topsoil , existing fill and any loose or disturbc:<.l soils should be removed and the footing bearing level extended down to rirm natural soil!:. The exp osed soils in footing are a shou ld then be moistened to near optimum and compacted. 6) A representative o f the geotcchn icnt engineer should observe all footing excavat ions prior to concre te placement to evaluate bearing conditions. FLOOR SLABS The nat ural on·site soils, exclusive of topsoil. arc suitable to support lightly loaded slab· on-grade construction . There could be some settleme nt and distress to slabs bearing un the silt soils if the subgrude becomes wetted. To reduce the effects of some ditTerential movement, Jloor slabs should be separated from all bearing walls and columns with expansi cmjoints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spac..ing and slab reinforcement should be established by the designer based on experience a 11 d the intended slab use. A minimum 4 inch layer o I' relatively well graded sand and J ob No. 1071XI~4 FEB -27 ·2007 13:55 From:HP -GEOTECH 9709458454 To:9706255262 -5- gravel, such as road base, should be placed beneath interior slubs-on-grade for subgrade support . This material should consist of minus 2 inch aggregate with at least 50% retained on Lhe No. 4 sieve and less than 12% passing the No. 200 sieve . All fill materials for s uppor1 of lloor slabs should be compacted to at least 95% of max imum standard Proctor density at a moisture content near optimum. Req ui red fill c an consist of the on-sit~ so i Is devo id of vegetation, topsoil and oversized rock. SURFACE DRAINA GE The follow in g drainage precauti ons shouhl b~ observed dur ing construction and maint!lined at all t imes after the residence has been comple ted : I) Jnundmion of the foundation excavations and underslnb ureas should be avoided duri:1g construction. 2) Exterior baclcfill should be adjusted to nenr optimum moisture and compa cted to at least95% of the maximum standard Proctor densi1y in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. 3} The ground surface surrounding the exterior ofthe building should be sloped to drain away from the foundation in e~ll directions. We recomme nd a minimum slope of 6 inches in the first I 0 feel in unpaved areas and a minimum slope o f 3 inches in the first I 0 feel in paved areas. 4) Ro of downspouts and drains should discharge wei I heyond the limits of nll backfill. 5) Irrigation sprinkler heads and landscaping which requires regular heavy irrigation, such as sod, should be located at least 5 leet from foundation walls. LIMITATIONS This ~tudy has been conducted in ac cordance with genera ll y accepted geotechnical engineering principles and practices in this area at this time . We make no warranty ei1hcr express or implied . The concl us ions antJ recommendutions submitted in this report are ~~~~~--------------------------------------------------------~~--Job No 107 0054 ~ FEB -27-2007 13:5~ Fr om:HP -GEOTECH 9739458454 To : 9706255262 P .S-'!4 -6- based upon the data obtained fr orn the explorut ory boring drilled at the location indicated on Figure I, the proposed type or construction and our experience i n t he arefl . Our services de not ir,clude determining the presence, prevention or poss ibility of mold or other biological con\u.'ll innnts (MOBC) developing in the future. I flhe cli ent is concemed about MOBC, then a nrofes,;ional in this special field of practice should be consulted. Our tlndings inclu de extrapolat ion of the subsurface conditions identified at the exploratory boring and variations in the suhc;t.!rliwe conditions mily niJl bt-rome evident until excavation is pcrfom,ecl . If conditi ons encountered during constmction appear different from those described in th is report. we shou ld be notified so that rl!· evaluation of the recommendations may be mude. This rt!port has been prepared for th e excl 1sive usc by our cl ient for desig 71 r urposc s We are not responsible for technical interpretations by othe~ or our information. As the project evolves. we should provide continued consuhation and fie ld services du ring construction to rev iew and mon :1.or the implementation of our recommendations, and to verify that the recommendations have bc:.-en appropriately interpreted. Signi ficant desi gn cnanges may require additional anillysis or modifications to the recommend ations preSc!ntcd herein. We recommer.d on-site obsetvation of excavations and fot~ndet i on bearing stratn and 1esting of structural fill by a reprc:sentut 1V C of the gcotechniclll engineer. Respectfully Subrnit1ed, Reviewed by: JZNksw Job No . 107 0054 To : 97e625S2E2 TABLE OF CONTENTS PURPOSE AND SCOPE OF STUDY ......................................................................... -!- PROPOSED CONSTRUCTION ..................................................................................... -l - SITE CONDITIONS ................................................................................................... -l - FJELD EXPLORA T ION ................. .. ........................................................ • 2 • SUBSURFACE CONDITIONS ................................................................................... · 2- FOUNDATIOh BEARING CONDITIONS ................................................................ · 3 - DESIGN RECOMMENDA TlONS ............................................................................ • 3 - FOUNDATIONS ............................................................................................. • 3- FLOOR SLABS ................................................................................................. -4 • SURFACE ORATNAC.E ....................................................................................... • 5 - LIMIT ATJONS ........................................................................................................... • ;, - FJGURE I · LOCATION OF EXPLORATORY BORING FIGURE 2 -LOG OF EXPLORATORY BORIN G FIGURE 3 ·LEGEND AND NOTES FIGURE 4 ·SWELL-CONSOLIDATION TEST RESULTS TABLE 1-SUMMARY OF LABORATORY TEST RESULT S F~B -27 -2007 13: S3 Fr orro : HP -GEOTEQ-1 To:97062552E2 P.4'14 PURPOSE AND SCOPE OF STUDY This report presents the results of a !;U bsoil study for a proposed residence to he located on Lot 2 , Block 1, Battlement Creek Village. Ba1tlement Mesa, Garfield County, Colorado. The project site is shown on f·igure 1. The purpose of the study was to develop recommendations for the foundation design . The study was conducted in accordance ~~th our agreemen t for geotechmcal engineering services tu Tom Rust dated January 29, 2007 . An explorHlory boring was drilled on the lot to obtain information on the general subsurface conditions. Samples of the subsoi Is obtained during the lield exploration we re tested in the laborntory to detenninc thetr clas<;i fication, compressibility or swell and other engineering characte ri st ics . The results of the field exploration and laboratory testing were analyzed to deve lop rec ommendations for found~llion types, dep£hs nnd allowable prt:ssures for th e proposed bu ilding foundation. This rcpon summarizes the data obtained during this study und presents our conclusions . design recommendations and other geotechnical enginee r in g cons ide rations based on the proposed construction and the subsurface conditions encountered. PROPOSED CONSTRUCfJON The proposed residence will be a si ngle story wood frame structure . Ground floor is proposed to bl! slab-on-grade . Grading lor the structure is assumed to be relatively minor with cut depths between about 3 to 4 feet. We assume relatively light foundation loadings , typical of th e proposed type of construction. If building loadings , locatio n or grading plans change significantly from those described above. we should be no :i fi ed to re .evaluate the recommendations contained in this report. SITE CONDITIONS The lot was vaca nt at the time of our field exploration . There is a pile of soil trend ing ea..c;t to wesl ac•os s Lhe lot and a pile of concrete dehris in the northwe s t comer of the Job No. 107 uO S4 HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 1 SUMMARY OF LABORATORY TEST RESULTS SAMPlE LOCAnON NA1\JRAL NATURAl GRAOAnON PeRCENT ATTERBERG UMITS MOISl\.lllE DRV GRAVEL SAND PASSING LIQUID PI..ASTlC BORING DfPTH COO'TtlfT DENSITY NO. 200 UMIT INDEX (o/e) (%) StEVE (It} (%) (od) (%) (%) 1 2 8.9 116 87 "-5 3.7 100 - I I I I Job No. l 07 0054 UNCOftfJNtO C:~IVE SOILO~ STllENGlli BEDROCK TYPE CPSF) Sandy Silt Sandy Silt l ----- I I I I ..... IT1 m !.';! I ~ .... (.,I 1.11 C\ ..... "'J (I '3 ~ ffi o . -l § Ul -J COl I.D @ ~ 01 ~ -l 0 Ul -· I "'D .... b ' ·~ ~ F~B -27 -2007 13:56 From:HP -GEOTECH To :97e6255262 P .13'14 Moisture Conlent = 8.9 percent Dry Density = 116 pcf Sample of: Sandy Sill Fr om : Boring 1 at 2 Feet fl. 1 c:: ·~ 0 cu ~ I ~ i "' w ~ ~ I . f'... c: 0 1 ·~ ExPan si on 11 upon c. welling ' E 2 8 0.1 1.0 10 100 APPLI ED PRESSURE • ksf Mo isture Content = 3 .7 percent Dry Density -100 pcf Sample of : Sandy Slit Fro m: Boring 1 at 5 Feet 0 p 1 H"" ( j...-o ... Compress ion ~ upon ' 2 wetting 8 ~"\ ·;:;; ~ "' !! 3 a. E ~~ 8 4 0 .1 1.0 10 100 APPLI ED PRESSURE • ksf 107 0054 t':!~.e.. _._ HII!JIIWOimtPAww"i"'.mrH~ SWELL-CONSOLIDATION TEST RESULTS Figure 4 FES -27-2007 13:56 From:HP -GEOTECH . 9789458454 To : 9706255262 P.12"14 LEGEND: ~ TOPSOIL: sandy si ;t and clay, organics . roots. fi rm. moist, brown . Ed SILT (ML); slightly sandy to sandy, stiff to hard , sHghlly moist. brown. low plasticity ~ BASALTGRAVELAND COBBLES (GM): in a send end silt matrix, with boulders, dense, slightly moist , brown p Relatively undisturbed drive sample: 2·inch W . California liner sample. ~ Drive sample; standard penelration test (SPD. 1 318 inch 1.0. spht spoon sample, ASTM-1586. Drive sample blow count; ind1cates that 52 blows ol a 140 pound hammer falling 30 inches were 52/12 required to drive the Califoma or SPT sampler 12 inches . NOTES : 1. The exploratory boring was drilled on February 6, 2007 with a 4·inch diameter continuous flight JX)Wer auger. 2. The e)(pforatory boring location was measwed approlvmate ly by pacing from features shown on the sije plan provided . 3. The e)(ploralory boring elevation was measured tJ.J lnstn.Jment level and refers to the Bench Mark shown on Figure 1 4. The exploratory boring location and elevation should be considered acOJrate only to the degree Implied by the method used . 5. The lines bei:\"Veen materials shown on the exploraiCJIY boring log rapresenr the approximate boundaries between material types and transiilons may be gradual . 6. No tree water was encountered in the bor ing at the ti me o l drilling . Ructuation n water level may occur with time. 7. Laboratory Testing Results : WC =Water Content(%) oo ., Dry Density (pcQ -200 = Percent passing No. 200 seve 107 0054 LEGEND AND NOTES Figure 3 FEB -27 -2007 13:56 From:HP -GEOTEOH 97u94SB454 To:9706255262 100 95 90 m u.. . 85 i ~ 80 75 70 107 0054 BORING 1 ELEV.= 95.5' 52/12 we -as 00•116 -200s:87 24/12 wc .. 37 00:100 ~3/12 44/12 NOTE : Explanation of symbols is shown on F1gure 3. LOG OF EXPLORATORY BORING P.11 "14 95 90 ~ 85 . <= 0 ·~ > ~ UJ 80 Figure 2 I •• OCT.26.2005 9:30AM --,..,o. 986 --r='. 2/?'-- BA1TLEMENT MESA SERVICE ASSOCIATION ARc,._W.......,'t...,'ECTURAL COMMITTEE APPLICATION & CHECKLIST (tor New Home Construction projecb) HottleOWDer: »mL~~- HomeMallingAddress: jiz: ~ W lP:\\\oc 1$$ L.ounh4 Q.p ?S:i gJ{L. C() ~\leS"P HomoPhone: 110-foa£=riYRlP WorkPhone(Jfdesfred): _________ _ ProjectAddress: :Z'l S3r.\M.rnut\ CtU..~1!ot : a Block: \ Subdivisioil!Sa.\-\·b-~n! Cru.\h ProductionHomePlanName {if applicable): · . · u ~ \ lG. ~ • Oi=l'i. Homebuilder: -CR Oqti.Ut~ll J2 Coi2J1-:pq(:. BusmessMaWngAddress:Rttt cz;v Rd 26-t l(<'cle. a ·neff! Business Phone: fi1 .;=-lf't¥2 Fax (if desired): -"''.a.2..:.£_-~S:...=..2~t:..c~1.____ _____ _ . ~~ne SubmittalDate: q. -t~-01..,BstimatedStartDate: •'W l.zT BstimetedCompJetionDate: Nott& SUB.MITI'AL REQUIREMENTS:, 'I)vo Copies eacb of Items 1, 2 & 4 need to be submitted. (Check-off items attached to the Application. FID fn space~ as indicated.) _ _,;;/;._. _ i. Site Plan Drawing (1 n =: 1 0' or 111 = 20' scale) with the :fbllo~ information shoWn: Lot, Blo" & Subdivision name. Street Address ofProject. . BuDding Setback Lines (also fill-in the sbprtest distance between property line to the exterior wall closest to tb$1 property line). Plea1e be •ware that aD Building Setback Lines an taken ftom yo"ur Property Lbae PiMU Your Property Line is NOT the CarblJDeU-. · From Setback: Left Side Setback: Right Side Setback: Real' Setback: ~ Utility Easements. --V-55' Clear Site .. !Jno at Imeracction Comer Lots. _...;;.~-Site Grading Ele\'aticns & Dramage. _--..,..--.... First (main)-Floor Height iii relation to top of street curb at front·ccoter of lot. v-Driveways (including width of driveway), Walkways. Patios, etc . Outbufidings. Page2of 6 ~ OCT. 26. 2005 9:30AM BATTLEnl'fi I'ESA CO· N0.986 P.3/7. ___ /_ 2. Architectural Drawings 0/4" ==1' or 118 11 =-l' scalo) with the .following information shoWJ / Floor Plan(s) with o~ dimensions (fill·in the £bllowiDB square foot areas), First Floor Finished Living Area: a~~~ square feet Second Floor FiDished Living Area: square feet Lower Floor Finished Living Area: 1-&quare feet Total FD:dtbed Living Area: Z>p=tc, :square feet Total Unfinished Living Area: < square feet Garage Area: '2,01 square feet --~-Building Elevations Plans indicating doors, windows, exterior materials. building heigh roof pitch. roof~ mounted eWJ?Orative coolers, etc. (fill .. in maximum height below). Maximum bujlding height to highest ridge line or buflding structural projectio; j r; a:'S' feet above. top of street ClU'b at front--center of your lot. · ---~-Bngjneeted (stamped) Foundation Plan. ----Outbuildings iDdicatfna dimensiou, elovations and ovcralllleight to ridge line. c/" 3. Exterior Materlals (fill-in the ~leetions below): t/ v !/ ~ LC ~ v ~ COLOR SAMPLE COLOR SAMPLB COLOR SAMPLE COLOR SAMPLE Paste 3 of 6 COLOR. SAMPLE · COLOR SAMPLE 4 l)CT.26.2005 9:31~ BATTLEMEI'IT ·f'ESA CO. -•. ~"'"NO. 986 P.S/7·· ·-· · AS PER THE ARCHITECTURAL STANDARDS,PLEASE INDICATE THE FOLLOWING POINTS ON THE PLOT PLAN AND BELOWt ELEVATIONS AT EACH CORNER OF THB LOT. LOCATIQN. 1. Nw 2. f../ bS 3. ~~ 4. SE 5. 6.-THB HIGH POINT OF THB LOT. BTJWATIQN ( FRJIT) -~~\tt.~-r --b~~~.s-~ -t)~\<6.~ -~'"J. ~\.lo 7.-THE LOW POlNT OP THE LOT. --·· s-z. 3 s-, s-'- .)2.J 8 . 3s- S.··HBIGIIT OF GARAGE FLOOR. 9.··HEIGHI' OF HOUSE MAIN FLOOR. 10.-HBIGHT OF ROOF ABOVE FOUNDATION. - (:MAXIMUM-.. 35 FEET) - 11.-HEIGHT OF ROOF ABOVE CBNTBR OF nm MlD CURB. (MAXIMUM·-29 FEET) 12.--DRAINAOB FLOW LINES ON THB PLOT PLAN. 13.--ROOF PITCHBB.--1.·~ 2 •. -- 3 .. --- 4 •. ..,--.- 15.-SQUARB FBBT OF UVING SPACE. ~g~\.() bb:J~.\ 2.'3.0t> _--=:.,/_ 4. Landscape/Irrigation Plans with the following information: Planting Plan (indicate areas of irrigated lawn, tree placement, shrub beds. ground cover etc.). Plant Material listing by species of trees, shrubs and grasses. Groundcover Material with weed control banier. Fences. Other Landscape hnprovements (decks, site lighting, flag poles, etc.). 5. Variance Request (if applicable) Give details below: 6. Residential Construction Monetary Deposit: 1/We hereby acknowledge and understand that our failure to complete Home Construction, Improvement Projects or Landscaping Construction within the time constraints noted in Conditions 2. & 3 . On Page 6 of this Application will result in a Notice and Opportunity for a Hearing before the BATTLEMENT MESA SERVICE ASSOCIATION Board ofDirecton. Ifi/We are found in violation ofthese Conditions at the Hearing it will result in a fme to the Owner of not Jess than $500.00 per month for each full month in excess of the allotted completion time frame. 1/We hereby acknowledge that Home Construction or Improvement Projects or Landscape Construction features which are built in non-conformance with this full application, including the Conditions of Approval noted on Page 6 of 6 herein, 1/We will be cited by the BATTLEMENT MESA SERVICE ASSOCIATION/AC in written citation form at the time of discovery. In extenuating circumstances a Variance may be requested from the BATILEMENT MESA SERVICE ASSOCIATION/AC, provided such Variance request item is within the purview and approval jurisdiction of the BA TILEMENT MESA SERVICE ASSOCIATION/AC. If a Variance is not granted by the BATTLEMENT MESA SERVICE ASSOCIATION/AC and if the Non-Conforming Items are not corrected within 60 days after the date of written citation, UWe will be served Notice of a Hearing before the BATTLEMENT MESA SERVICE ASSOCIATION Board ofDirecton, and ifiJWe are found in violation of these Non-Conforming Items at the Hearing UWe will be fined a minimum of $500.00 per Non-Conforming Item. Notwithstanding the foregoing, 1/We acknowledge that the BATTLEMENT MESA SERVICE ASSOCIATION Board of Adopted and Effective December 20, 2005 COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone(970)945-8212 Job located at @0 U ~~ ~ ~ Permit No. Joi/D I have this day inspected this structure and these premises and found the following corrections needed: ~~ uV ~1 CYJ.sod iM11 ® f!rtPTJ: d q;r . I tJIJt-&I ,;ur l'f!-''':emhlfi ~ Jb"" qlf ~J,-fi ~f)61115_ ~ ~-~/// lei~I;JII slale ().b -f;le_r}___~~ ~ '"'I ~ ~~ ~Aoa!J~~/4tJ.S shH-~fd 6e ~ 4J .AJ/t_ --~ oc -f&b sbuL/ __ ~ J ~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 (a -{ 3 20 ._0......;~:;;;.._~- Building Inspector ~~ Phone (970) 945-8212 COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTI ON NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at 1z. ~~IA-- Permit No. __ ,_L/--=o=--t/i....~---~"---=-0 __________ _ I have this day inspected this structure and these premises and found the following corrections needed: of~~ 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. /'2, -{1~20 ... qz Building Inspector A ------~~~~~---------------- Date Phone (970) 945-8212 COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION OTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone(970)945-8212 Job located at '/2-iJ~i6u}.J~ Permit No. I() t/ ifo I have this day inspected this structure and these premises and found the following corrections needed: t) Ek. -' 7 ' 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. -a-II _!}~ ~Z! Building Inspector --UA,bbl::£oCtoC{;.~U-~-~~~~~4-~------ Date Phone (970) 945-8212 COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTI ON NOTI C E 108 8th St., Suite 201 Glenwood Springs, Colorado Phone(970)945-8212 Job located at 72-./3.~ ~?Ad Permit No. /t) f'¥o I have this day inspected this structure and these premises and found the following corrections needed: 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 /t2~.P:5 2~ Building Inspector ~ Phone (970) 945-8212 No. K::J-1LJQ Assessor's Parcel No.~40}-01· }-QS'{)(Jd, Date 0 -1~0-=t- BUILDING PERMIT CARD Job Address B tuttlevnr~ \-ce..JfD.lL c l&:ill\\?IM'M+ C'f.tet ti\t'ttCIEJ frillbnJ. I-&!Ll Owner~ 1PVt0 AddresDtbE ~@. f.,\~le. Phone #b:6S-$\Lj~t~Jq6 Contracto.:TR, {)£.\{ Wet\,L AddressO\bK CR :XS9 l\t:~ Phone ~S-S 14 ~ ~~ba~:l":i-Front Rear RH LH Zoning f; . ..:; cproqe_ INSPECTIONS Soils Test Footing ~Gr----=-\ 3~--o-==-1-J(J-M~~~U-ft--=R-o....,....,-K Foundation lo -9 5-D) &w\ Grout - Underground Plumbi.n >1 • .-· ....... ' 4 --· Rough Plumbi.!2? . ~ K r=...... , ccz cr f~::R!~i~n !1i,~7 Q~ me Roofing --r-~~=--..,.......----- Drywall 1-4-~8 ~ Gas Piping /(-l· D1)Jijf Weatherproofing ___________ _ Meehan ical _____ ~r---::::;;,----=..--""""7"'1,__.,...-- Eiectrical Rough (State) -==~....,..---::---=---:r--+~~~ Eiectri cal · al (State).....-:::;.... .. __.;;;J.=:;..· ~......;-0=--=---....;~~- Final .. -tl~ /Checklist Completed?~~~ Certificate Occupancy # ---------Date ___________________ ___ Septic System # ------------- Date --------------- Fjnal~~~~----r-+------ Other "?'' uv' ,_,-e. ~ az~ NOTES ~ A ~ ..-. (continue on back) ~···, '- BUILDI~G PERMIT GARFIELD COUNTY, COLORADO . /. n i-f~-"') Date Issued ............... ,. ............ Zoned Area ............................... Perm1t No. . .. ~ ............. ~ ............ . · AGREEMENT I~. "•itJ(J ID consideration of tbe issuance of tbis permit, the appr ·ant bereby agre~s ~o comPlY witb :-u laws and regulations related to tbe zoning, location; co·.struction and erection of :t.; proposed structure for wbicb this permit is granted, and furtbe1· agrees that if tbe above said regulations are not fully complied with io tbe zoning, location, erection and construction of the above described structure, tbe permit may then be revoked by notice from the Cou•ty Building Inspector and IMMEDIATELY BECOME NULL AND VOID. Use __________________________________ ~---------------------- Address or Legal Description ______________ ----'c ... --.~\.2-;;....r_• _· ------------------- O,Vaer Cog tractor · Setbaclu Fmgt Side Sjdc Rear This Card Must Be Posted So It is Plainly Visible Fmm The Street Until FiDaJ Inspection. INSPECTION RECORD Footing J-J.J.-()7 ,Qrl fiPU,pJ:'_ Drivew;l t1 P~Jt-b- Foundation 6 45ltJ:J7 ,fd»t /p·:t -b9 Underground Plumbing ~12--D 7 ,.87V Insulation 1 J. ~ {if"'/) 1 /()vA_ Rough r;umbiog ~~~-D' ~~ Drywall J-'l·f>S »Jft. f'a•mney & Vent /,_,_ ... ,?~ ~··..2 'J .oR-0 /(J:)...._ ~ Gas Piping II~ :J. • o 1 lf)lf!L Final/p~~~ J(Jy.\ 1~-1-07 ~ Septic: Final /1._ Framing ~_JJ-':[1 ~~1 ~ Notes: (To include oofiD place and Wiodows and Doon iostaUed). ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING- WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE -~PROVED --------By ____ _ IF PLACED OUTSIDE-COVER WITH CLEAR PLA". . ·, .-. Parcel Detail Page 1 of 3 Garfield County Assessor/Treasurer Parcel Detail Information A2~eli~Q r[fl~e_aj!urer_P roperty Search I Assesso r Subset Query I Assessor Sales Search CJ~rk ~ Reco rder Receruion Sear~.h Parcel Detail I Value Detai l I Sal e s De tai l I Residential/Commercial Improvement Detail Land Detail J PhotograP-hs I Tax Area II Account Number II Parcel Number II Mill Levy I I 080 II R490301 II 240707105002 II 39.826 I Owner Name and Mailing Address jRUST, TOMMY L & BONI L I ji88 COUNTY RD 259 I jRIFLE, CT 81650 I Legal Description jSECT,1WN,RNG:7-7-95 SUB:BATTLEMENT jCREEK VILLAGE SEC 1 BLK:l LOT:2 jPRE:R270227 SUC:R490236 ANDrrHRU:T ITO:R490379 BK:0601 PG:0658 BK:l907 IPG:805 RECPT:720048 BK: 1907 PG:804 jRECPT:720047 BK:l853 PG:347 IRECPT:709021 BK:l840 PG:826 IRECPT:490301 BK:0868 PG:Ol64 jBK:0769 PG:0518 Location I Physical Address: jj12 BATTLEMENT CREEK TR BMij I s bd" . . ·IIBATTLEMENT CREEK VILLAGE I u JVISIOn. SEC 1 I Land Acres: 110.68 I II http://www .garcoact.com/assessor/parcel.asp ?ParcelN umber=2407071 05002 4/20/2007 Parcel Detail Page 2 of3 • I Land Sq Ft: llo I I Section II Township II Range I I 7 II 7 II 95 I Property Tax Valuation Information Actual Value II Assessed Value I Land: 66,oooll 19,1401 Improvements: 0 11 ol Total: 66,oooll 19,1401 Sale Date: III 0/9/2006 Sale Price: 1189,900 Basic Building Characteristics 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 Tax Amount $762.281 2005 Tax Payment: Second Half ($495.45)1 2005 Tax Payment: First Half ($495.45)1 2005 Tax Amount l $990.901 2004 Tax Payment: Second Half ($571.62)1 2004 Tax Payment: First Half ($571.62)1 2004 Tax Amount $1,143.241 2003 Interest Payment ($12.18)1 2003 Interest Charge $12.181 2003 Tax Payment: Second Half ($609.20)1 2003 Tax Payment: First Half ($609.20)1 2003 Tax Amount $1,218.401 2002 Tax Payment: Second Half ($451.40)1 2002 Tax Payment: First Half ($451.40)1 .. http://www .garcoact.com/assessor/parcel.asp?Parce1Number=2407071 05002 4/20/2007 Parcel Detail 2002 Tax Amount II $902.801 2001 Tax Payment: Second Half ($443.28)1 2001 Tax Payment: First Half ($443.28)1 2001 Tax Amount $886.561 2000 Tax Payment: Second Half ($349.77)1 2000 Tax Payment: First Half ($349.77)1 2000 Tax Amount $699.541 1999 Tax Payment: Second Half ($282.49)1 1999 Tax Payment: First Half ($282.49)1 1999 Tax Amount $564.981 TopofPa~ Asses~or Database Search ntions I Treasurer Database Search Omions Clerk & Recorder Database Search OP.tion~ Page 3 of3 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 ?ParcelN umber=2407071 05002 4/20/2007