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Application - Permit
Garfield Coullty ~...I_N_o_. _I_o3_1_6 ___ ___J Building & Sallitation Department 108lfl' Street, Suite #401 Glenwood Springs, Co. 81601 Office-945-8212 Inspection Line-384-5003 Amount of Permit$ a .l ao. I 7 'cl-lD7-tra-r1-D s3 I I GARFIELD COUN1Y BUILDING PERMIT APPLICATION 108 8 ... Street. Swte 401. Glesa'ID'Ood sprm,a. co 81801 Phooe: 970.946-8212 I Fu:: 97G-384-S470 I h>spectioo LiDe: 970.384-6003 Permit No: ~l..-D::;:....;3-......::l la:o=:-_ Parcel/Schedule No : Po. v-u-e.~~~ ~0 ~~..,._~ ~'1°7-J 'JJ..-11- I Job Address· 4d. E~~lZ. C::..Ov~, ii I .... •••• "<:...o ~\Ca~S 1 Lot No : 5~. Block No : Subd. I Exemption: l=\e&..~~ ~u.. .:..,~~.~ 'i.e:~~\-.&\~\~..l.~~"·d!l ~-~ ""i.. ...... c.. 2 Owner: . ~ ::i)es,_N "Sc:Eu~~ ..}II'( • 3 Contractor: ~'~0...~~.~~ 4 Archltecl/E~: Wa~~""-""(' ~~::::, 5 Sq. Ft. of Building: \l.S~ $'\...~)(.. S Class of. Work: 9 Garage: ~ 10 0 0 Driveway Permit ~&:..,..V"' 'i)(.>a. :s-:.1(,£ II Valuation of Work: $ \ ~,oo~ eandll1 Address~'~~~. ~~"'\()) <...\~·""\Co'l.~ 0.\"1 ~loolO :I"~~ Address: ~~ ,.:l\1) G. ~"-LLI:'1.. ~I') ~\1. "\. ') 't~> C.\~ .. "\lo"l..~ Address : ~\"\ ~~ ~ ,(..o \\'50\ t~1o) c:il~\-\qo~ Sq. Ft. of Lo;h /::t'f{,;. I He~t: I II ~ ~ ' ~ New Cl Alteration Addition J Move On·Slte Sewag~ Disposal Carport: Site Plan ~.3 ~~~~ WkPh: Uc. No. 'Uc . No . ~No. ~f F1oors : 0 Single 0 Double ~~~~~~~.K~~~ ~ ' (sw-4~. (.o . f'j -to Nanc t: Plan Check Fee : j Permit Fee: ~ Uff: A SEPARATE a.BC'llUCAL PERMIT IS REQUIRED AND MUST BE 0 _} Q..- JSSUED BY THE STATE OF COLORADO. O 35 l.Z.... /'2.8'1--Q llilSPERMIT BECOMES NUIJ.ANDVOID IF' WORK OR CONSTRUCTION Total Fee: AtJTHORlZED IS NOT COMMENCED WIDII..N 180 DAYS . OR. IF' CONSI'RUCilON OR WORK IS S USPENDED OR Al:IANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTlFY THAT I HAVE READ AND EXAMINED THIS APPUCATION AND KNOW THE SAME TO BE 'IlW E AND CORRECI' AU. PROVISIONS Of' LA. WS GOVERNING THIS 1YPE OF WORK WIU. BE COMPLETED WI'IlfiN WHEniER SPEC/FlED HEREIN OR NOT . THE GRAmlNG OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLA.TE OR CANCEL THE PROVJSJONS Of ANY OTHER STATE OR LOCAL l.AW REGut.ATING CONSTRUCTION OR niE PERFORMANCE o-N. Manu . Home: AGREEMENT Dated Permit Issued: Const. Type: 1 Setbacks: ISDS No. & Fee: ~~ PERMISSION IS HEREBY GRANttD TO mE APPUCANT AS OWNER. CONTRI\CJ'OR AND/OR niE AGENT OF' THE CONTRACTOR OR OWNER TO CONSI'RUCT ntE SI'RUCTURE AS DETAilED ON Pv.NS AND SPECIF'tCATIONS SUBMI'ITEO TO AND REVIEWED BY nt£ BUI!.DING DEPARThtENT. lN CONSIDERATION OF THE JSSSUANCE OF nilS PERMIT lH£ SIGNER. HEREBY AGREES TO COMPLY WITH AU. BUI!.DING CODES AND LAND USE REGULATIONS ADOPTED BY GARFlEl.D COUN'IY PURSUANT TO AtJTHORnY GIVEN LN 30.28-201 CRS AS AMENDED. THE SIGNER FURIHER AGREES 'rnA.T IF THE ABOVE SAID ORDINANCES ARE NOT FUllY COMPilED WTili IN THE LCOATION . ERECTION. CONS'ffiUcnON. AND USE OF' 'Il-l£ ABOVE DESCRIBED SI'RUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM TilE COUN'JY AND THAT THEN AND 1li£RE IT SHAll BECOME NUU. AND VOID . nu: ISSUANCE OF' A PERMT BASED UPON PLANS. SPECIFICATIONS AND OTIIER DATA SHAll. NOT PREVENT ntE BUILDING OF'flCIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID Pl.ANS . SPECIFlCA'IlONS AND OTIIER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRJED ON niEREUNDER WHEN IN VIOl.ATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF' lHIS JURISDICTION . TilE REVIEW OF' SUBMITTED PLANS AND SPECIFlCA TIONS AND INSPECilONS CONDUCTED THEREAFiER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBIUTIES OR UAB!.ITIES BY GARFlEl.D COUN'JY FOR ERRORS. OMISSIONS OR DISCREPENCIES. THE RESPONSl BILilY FOR THESE ITEMS AND IMPtEMENTA'IlON D~G CONSI'RUCilON RESTS SPECIFICIAU.Y WITH THE AimCTECT. DESIGNER. BUI!.DER. AND OWNER. COMME!'(fS ARE !mEND EO TO BE CONSERVATIVE AND IN SUPPORT OF' THE OWNERS LNTEREST. l/'1/o 'l IH(I.r~rii'3;s~;;:::r-niEAOREEMENTABOV>UNmAU ~' .. 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 Depamnent 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 waJls, 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 outc;ide 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 occupanb use r:: the issuance of a Cenificate of Occupancy for the dwelling under building permit# / 3> ( ~ \ \ Signature Date Bpappl icationoctober2006 GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS For SINGLE FAMILY DWELLING CONSTRUCTION Including NEW CONSTRUCTION ADD mONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction . The owner or contractor shall be required to provide this information before the plan review can proceed. Other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checkJist 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. 1 Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line and original grade. A section showing in detail, from the bottom of the footing to the top of the roof, including re-bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house-rap, (which is required), siding or any approved building material. Engineered foundations may be required. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. wind speed, wind exposure B or C, and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IRC. 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each comer of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. (NOTE Section: 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within~ envelope. Yes_..;...._ __ 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 comer lot. Special setback~o apply. Yes. ____ _ 3. Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? Yes ·~\-4\ 4. Does the site plan indicate the location and direction of the County or private road accessing 2 the property? Yes v' 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. -ro~ "S>~Q'"~,C)~ ,~ ~:Ne~ ~~ ~ ~u.. # Yes \1 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcz~ 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 an&;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 .J 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 I 11. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes j . 12. Does the building section drawing or other detail include the method of positive connection of all col~s 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 ~ roof? (Building height measurement usually not to exceed 25 feet) Yes, _____ _ 3 14. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase IT certifications or phase II EPA certification? Yes 1414.. No _____ _ 15. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes ~/d::. No _____ _ 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 V No ______ _ 17. Does the plan include a window schedule or other verification that windows provide natural light and ventilation 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 nonnallyused as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specifty safety glazing for these areas? Yes J No ____________ __ 19. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated op the plan? Yes ~ No ____________ _ 20. Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision process, are building plans in compliance with all plat notes and/or covenants? Yes ~ No __________ __ 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 permit issued. Additionally, your Plan Review fee is not refundable if the plans have been reviewed by the Building Department prior to any action by the HOA that requires either revocation or substantia11modification of the plans. Yes ~ No ____________ __ 22. Will this be the only residential structure on the parcel? Yes v' No Ifno-Explain: __________ _ 23. Have two (2) complete sets of construction drawings been submitted with the application? 4 Yes · v' 24. Do you understand that the minimum dimension a home can be on a lot is 20ft. wide and 20ft. long? ..; Yes No ____ _ 25. Have you designed or had this plan designed while considering building and other constructipn 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 V No. _____ _ 27. Does the plan accurately indicate what you intend to construct and what will receive a final inspection P,y the Garfield County Building Department? Yes V No _____ _ 28. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes v No. _____ _ 29. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your building permit?/ Yes No _____ _ 30. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made from 7:30 a.m. to 3:30 p.m. Monday through Friday. Inspections are to be called in to 384-5003. Yes V No _________ _ 31. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re-inspection fee? Yes v' 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 Cenificate of Occupancy and occupancy of the building? Yes v No. _____ _ 5 -. 33. 34. 35. 36. 37. 38. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for an Agent and that the party responsible for the project must comply with the IRC? Yes ~ No __________ __ Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required at time of applicable inspection. Yes ( 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 buildi~ permit application? Your attention in this is appreciated. Yes v-No. ________________ __ Do you know that the local fire 9istrict may require you to submit plans for their review of fire safety issues? Yes { No (please check with the building department about this requirement) Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading 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 issuanc~f a Certificate of Occupancy? Yes ____ _ I hereby acknowledge that I have read, understand and answered these questions to the \t!kbilicy. -'~' ~ 1___:...'1 __ _ Signature of Owner Da4 Phone:Ct;'\OJ ~l\·'\~'115"' (days); --~.:::::...t..\_..::~=-------<evenings) Project Name: ~<.UE'S --::>o,.;::.' l.cs\ 5~ 6 Notes : If you have answered "No" on any of the questions , you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of a pennit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review, delay in issuance of the permit or delay in proceeding with construction. Bpminreq November2006 7 PLAN REVIEW CHECKLIST Applicant :rr~I~IJ ~ Date /-2">0 l Building ~ngineered Foundation i:/.LDriveway Permit ~rveyed Site Plan &septic Permit and Setbacks ~ffopography 30% ~ Residential Plan Review List ~ini!Dum Application Quesuonnrure ~vision Plat Notes A.( ,.4 Fire Department Review ~Val . D .. niF z tiOn etemunalto ees __ Red Line Plans/Stamps/Sticker ~tach Conditions /A ·t· · s· __ pp tcatiOn tgned ~Reviewer To Sign Application ~Schedule No. '1!.. - ow load Letter-Man f. Hms . Soils Report~ __ Subdivision Plat Notes GENERAL NOTES: ) ?~~~ f-2~ December 20th, 2006 Re: Construction I 42 Eagle Court-Eagles Point To Whom It lday Concern: For the purposes of conjtruction of the home located at: 42 Eagle Court/Lot 53/ Eagle Point Subdivision Battlement Mesa, Co. Please recognize Michael Robinson/Tri-Terra, Inc. as my agent r~presentativefor all matters related to permitting and co.nstruction of this home. If any questions, concerns, or required signatures arise related to these issues, contact Mr. Robinson directly at the following address and phone number: Michael Robinson 218 E. Valley Road Suite 104-254 Carbondale, Co. 81623 (970) 618-7625 Thank you for your time and attention to this matter. ~d2 Robert Rowlands, Design Specialists U-' ~ _OJ:CJ.tJVi .£7!1!:.1"1~' Real Estate Company r all your real estate needs. 5-9700-0401 Arroyo Drive, Battlement Mesa or 70)625-8910 -1425 Airport Road, Rifle 800-545-6372 www .coloradoheritage.com Alea ~ OpEN SpACE .ESA :., ~~ ~~~ . ~~ Willow Creek Village .. ~ "'0 ,§ 0 ~0 . oo" <'-.J e'ba. r -en\ \'{\ sa.tt\ell' ~ /- .. _ ... Mesa Ridge /:N ...... HI~ Note: Thlo Map 14 Intend•• No r•p,•s'~n••tions art laciiiUe.a under cons.uuc f•cUm•s. Apptoved h fes -----~----------------------------~----------------------------::::::::~;GR~APIDC SCALE • "l' r i I ~ .. .r I I I I I I I I I I I ar& t lllr.r) I I I I I I Point .. t:iiii ---~ ... • j~ MII$DII -~ ~-• \ ' ' \ ' \ \ \ \ \ ' \ \ \ \ \ \ ' ,.., \ Final Plat \ \ t...a.-60 n. .w Mo. 6100-triUitlt:f!! _ _, II«: -09L'J~ r---OF ·--~ i -4 -4 - fl!lj J ~~~ t !0111l ~<::___ _____________ _ BATI'LE:MENT MESA SERVICE ASSOCIATION ARCM1ffirY'W'TTIT.tECTURAL COMMI'ITEE APPUCATION & CHECKLIST (for New Home Construction projects) Homeowner: P~~).l7~1AL.l-6T"G, P~ HomeMaiting.Address: eot 11 MAtt.! -51. ~gAND .J~Tq ~ 8r5tt:J f Home Phone: CJio .. 'ZA·I-'~03 WorkPhone(ifdesired): _________ _ ProjectAddress: 4~ ~I.e ~Ut?T Lot: _22_Block: __ subdivision: Ftft.~'T ~I Prodw:tionHomePJanName(ifapplicable): _________________ _ SUBMITTAL REQUIREMENTS: Two Copies each ofitems I, 2 & 4 need to be submitted. (Check-oifitems attached to the Application. Fill in spaces as indicated.) v ~~~._ 1. Site PJan Drawing (1" == 1~ the following iDformation shown: Lot, Block & Subdivision name. Street Address ofProjecl Building Setback Lines (also fill-in the shortest distance between property line to exterior wall closest to that property line). Please be aware tbat all Building Setb: Lines are taken from your Property Line Pins!! Your Property Line is NOT Curb Line!! From Setback: Left Side Setback: Right Side Setback: Rear Setback: v Utility Easements. Dwelling Unit ~ts'' \S.S: \5.5 25' 'T-/- Garage ~t2.. ~\(..£)\~ ---- ~-~c~ ---- v 55' Clear Site-Line at Intersection Corner Lots. v Site Grading Elevations & Drainage . ..., First (main) Floor Height in relation to top of street curb at front-center oflot. v' Driveways (including width of driveway), Walkways, Patios, etc. v Outbuildings. 2. Architectural Drawings (1/4" = 1' or 118" = 1' scale) with the following information shov. 'i-t Floor Plan(s) with overall dimensions (fill-in the following square foot areas). v' v First Floor Finished Living Area: Second Floor Finished Living Area: Lower Floor Finished Living Area= Total Finished Living Area: Total Unfinished Living Area: I1Gr 58 _square feet 1-'IA sq~ reet WA square feet I (p ~ square feet -... ,.._. _ __ 0_---'square feet 4-I U square feet Building Elevations Plans indicating doors, windows, exterior materials. building beig roof pitch, roof-mounted evaporative coolers, etc. (fill-in maximum height below). Maxmrum building height to highest ridge line or building structural projecti ~~ ~ 'I feet above top of street curb at from-center of your lot. Engineered (stamped) Foundation Plan. Outbuildings indicating dimensions, elevations and overall bcigbt to ridge line. 3. Exterior Materials (fill-in the selections below): RooliogMslerial: ;,o 'V ~ ~S!<!£ Color:_]lS-=\~\)....._ ____ _ PrimarySidingMaterial:~:vwD J wsP Color:_:r:~:p,.._{),__ ___ _ Acceot Siding Material: .\ \MDf:N>"!+..\) Color:_""'\'ll--a.-;:""'t)...,~-___ _ "Trim.Material: >\~n.n Color: __ -:cb.a-.c..AD"------ Masomy Material: ~ ~ Color:-------- Stucco Materials: ~~ Color: _______ _ Front Door Material: h'~\l\.!OE.Q SI§.t!. \,..: Color: __ ~~e>=-£)==--'------ GarageDoor Material:~ '$I) sn:t \,. Color: __ \.:.-\:>..;::;......\)'------ COLOR SAMPLE COLOR SAMPLE COLOR SAMPLE COLOR SAMPLE COLOR SAMPLE · COLOR SAMPLE 4. Landscape/Irrigation PJans with the following information: Planting Plan (indicate areas of irrigated lawn, tree placement, shrub beds, ground cov etc.). Plant Material .listing by species of trees, shrubs and grasses. Groundcover Material with weed control banier. Fences. Other Landscape Improvements (decks, site lighting, flag pole~ etc.). 5. Variance Request (if applicable) Give details below: 6. Residential Coustruction Monetaty Deposit: \)~'\::)~ .oop~~ L. ~ \1 ()()) .~ I/We hereby aclmowJedge and understand that oar failure to complete Home Construction, lmprovem• Projects or Landscaping Construction within the time constraints noted in Conditions 2. & 3. On Pa 6 of this Application will result in a Notice and Opportunity for a Hearing before the BMSA Board Directors. HI/We are found in violation of these Conditions at the Hearing it will result in a fine to 1 Owner of not less than $500.00 per month for each fuJI month in e:s:cess of the aDotted completion tiJ frame. UWe hereby admowledge that Home Construction or Improvement Projects or Landscape CollStruc:ti featm-e, which are built iD non-conformance with this fuD application, including the Conditions Approval uoted on Page 6 of 6 herein, 1/We wiD be cited by the BMSA/AC in written citation form at t time of discovery. In extenuating circ:umstances a Variance may be requested from the BMSA/A provided such Variance request item is within the porview and approvaljmisdietion of the BMSA/A If a Variance is not granted by the BMSA/AC and if the Non-Conforming Items-are not corrected wit~ 60 days after the date of written citatioD, J/W e will be served Notice of a Hearing before the BMSA Boa of Dilutors, and ifi/W e are foiiDd in violation of these Non-Conforming ltem5 at the Hearing 1/W e "' be fined a minimum of SSOO.OO per Non-Conforming Item. Notwithstanding the foregoing, m acknowledge that the BMSA Board of Directors and/or Architectural Committee may pursue any let remedy available in the event of a non..c:ompliane~ AS PER THE ARCHITECTURAL STANDARDS,PLEASE INDICATE THE FOLLOWING POINTS ON THE PLOT PLAN AND BELOW: ELEVATIONS AT EACH CORNER OF 1HE LOT. LQCATION. 1. 2. 3. 4. 5. 6.-THE HIGH POJNT OF Tim LOT. 7.-THE LOW POINT OF Tim LOT. 8.-HEIOHr OF GARAGE FLOOR. 9.-HEIGHf OF HOUSE MAIN FLOOR ELEVATION {FEET) -5425'.~5 --£4'3~..00 _ o+~z.s-1 -6"t 32.1'- s--6' 1-'5 Z• OJS ~ -5'"426·5) -0'432.0)5"' -54-z.S". ~ -521-'21. 1~ -o-fu,. 15" 10.-HEIGHI'OFROOF ABOVE FOUNDATION. -2lt:._lfu (MAXIMUM-35 FEET) 11.-HEIGIIT OF ROOF ABOVE CENTER OF TilE MID CURB. (MAXIMUM-29 FEET) 12.-DRAINAOE FLOW LINES ON mE PLOT PLAN. 13.-ROOF PITCHBS .. --l.__f. ~ t 'Z 1\ P, 2.---- 3.--- 4.-- 15.-SQUARE FEET OF LIVING SPACE. Failure to pay fines levied as determined at the Hearing may also result in a Lien being placed on yc Property or litigation Process initiated by the BMSA Board of Directors to secure conformance with t full Application and its respective Conditions Of Approval J/Weundentand that.Arddtectunl Committee approYaldoesnot constitute approval of the local buildi department, drainage design or structural sounduess, nor does it constitute assurance that the ph comply with aD applicable codes, regulations, ordinances and laws. l/We further acknowledge that any subsequent field changes which .1/We may desire to the Ho l Constroctioa or ImprovemeJ;tt Projects of this original Application Submittal and the original Cond.iti( of Approval issued by the BMSA/AC will require an additional Revised Application Submittal on c beha~ and that JJW e will not proceed with any subsequent field changes until a Revised Conditioms Approval have been issued to us by the BMSA/AC. Owna'sS~s): ~JQ~S::~r: Owner'sPriiitedNames: ~MJg" P. J?a.,.,lAHIZ? Date: J'Z-}"'!JZb~ I I ~ll~ptL.J.MJ~JS, rc; Date: ______ _ Builder's Signature: ~~ Builders Printed. Name: \}..----'~==-· ..... .'~-='.;_::~~~-=-----Date: _\1\.._\+~-~-\+-b"-f_.__ ____ _ \ \ ' ' This portion of the Application Form is to be tompleted by the Architectural Committee (not the Applicant). CQNDIDONS OF APPROVAL or DISAPPROVAL 1. No sitework or building construction may proceed on any Lot (including no preliminary site cleari grobbing. grade aheration, storing of material, foundation excavation, extension of underground utilit etc~) until the Project bas received a Project approval from the Architectural Committee and has b issued a Building Pexmit (as required by Garfield County mr new home or Renovation projects). 2. All general building and site improvements construction for any Project shall be completed and shall b issued a Certificate of Occupancy from the Garfield County Building Departn::Jent no later than one !g[ after the issuance date of this Architectural Committee Approval. 3. The complete laodscaping and revegetation of the improved Lot, to specifically include the fi:Q!!!. side mg yard areas, shall be completed no later than six ( 6) months from the date of the Certificatf Occupancy. 4. Iftbe selection of colors and /or landscaping plans are not included with this application they lilUS' submitted for approval before any action is taken to iostail the missing items. . 5. 6. 7. ~:.plica~proval \~~...uf Archil~ Members_)_= __ _ Applicadon Appro By~ -.~--._~~~------------~---------- Appticadon Denied (Initials of Arcbitectural Committee Members): By: Application Denied for reason(s) stated above: By Chairman: --------------------------------------Date:------- Huddleston-Berry Engineering &:. Testing, LlC Design Specialists 917 Main Street Grand Junction, Colorado 81501 A ttention: Subject: Rob RowlandS Geotechnical Investigation Lot 53 First Eagles Point Battlement Mesa, CO Dear Mr. Rowlands, 640 White Avenue, Unit B Grand Junction, CO 81501 Phone:970-2S5-8005 Fax:970-255-6818 HuddlestonBeny@bresnan .net October 27, 2006 Project#2184-06 ------------· This letter presents the results of a geoteclmical investigation conducted for Lot 53 First Eagles Point in Battlement Mesa, Colorado. The site location is shown on Figure 1. The proposed construction is anticipated to consist of a si.qgle-family residence. The scope of our investigation included evaluating the subsurface conditions at the site to aid in developing foundation recommendations for the proposed construction. Site Conditions At the time of the investigation, the site was generally open with a slight slope to the south. Vegetation at the site was limited and consisted of scattered grasses and weeds. The site was bordered by Spencer Parkway to the east, a residence under construction to the west, and vacant lots to the north and south. Subsurface Investigation The subsurface investigation included two test pits as shown on Figure 2 -Site Plan. The test pits were excavated to a depth of 6.5 feet below the existing ground surface. Test pits logs are included in Appendix A. . As shown on the test pit logs, the subsurface conditions at the site were fairly consistent. The test pits generally encountered 1.5 feet of sandy clay with organics topsoil above light brown, dry, medium stiff sandy clay to a depth of 6.0 feet. Below the clay, the excavator was refused in basalt cobbles and boulders. Groundwater was not encountered in the test pits at the time of the investigation. Lot 53 First Eagles Point #2184-06 10/27/06 Laboratory Testing e HDMcsr.oa-Bcur --·-= . Laboratory testing was conducted on soil samples collected in the test pits. The testing included grain-size analysis, Atterberg limits detennination, natural moisture and density determination, soluble sulfates content, and swell/consolidation testing. The laboratory testing results are included in Appendix B. The laboratory testing results indicate that the sandy clay soils at the site are slightly- plastic. In addition, the native clay soils were determined to be slightly to moderately collapsible with up to approximately 3% collapse measured in the laboratory. The soluble sulfates content of the soils was determined to be 35 parts-per-million (ppm). Foundation Recommendations Based upon the subsurface conditionsJt the site....shall.ruN....founo~mmended.-------- Spread footings and monolithic slructural slab foundations are both appropriate. However, as discussed previously, the soils at the site were determined to be slightly to moderately collapsible. Therefore, it is recommended that the foundations be constructed over a minimum of 24 inches of structural fill. The native clay soils are suitable for reuse as structural fill. Imported structural fill should consist of a granular, non-expansive, non-free draining material such as pit-run or COOT Class 6 base course. However, if pit-run is used as structural fill, a minimum of 6-inches of base course or other suitable fill material should be placed above the pit-run to prevent large point stresses on the bottoms of the foundations due to large particles in the pit-run. The existing topsoil materials are not suitable for use as structural fill and should be removed from the site. Prior to placement of structural fill, it is recommended that the bottom of the foundation excavation be scarified to a depth of 6 to 8 inches, moisture conditioned, and compacted to a minimum of 95% of the standard Proctor maximum dry density, within ± 2% of the optimum moisture content as detenn.ined in accordance wifu ASTM 0698. Structural fill should extend laterally beyond the edges of the foundation a distance equal to the thickness of structural fill. Structural fill should be moisture conditioned, placed in maximum 8-inch loose lifts, and compacted to a minimum of95% of the standard Proctor maximum dry density for fine grained soils and modified Proctor maximum dry density for coarse grained soils, within ± 2% of the optimum moisture content as determined in accordance with ASTM 0698 and D1557C, respectively. For the foundation building pad prepared as recommended, a maximum allowable bearing capacity of 1,250 psf may be used. In addition, a modulus of subgrade reaction of 150 pci may be used. Foundations subject to frost should extend a minimum of 36- inches below the final grade. As discussed previously, the soluble sulfates content of the native soils was determined to be 35 ppm. This concentration represents a negligible degree of potential sulfate attack on concrete exposed to the native soils. Therefore, sulfate resistant cement may not be required for construction at this site. Z:\2006 Projec:ts\200's·Enginec:ring \2184-06 Design Spec-Lot 53 Eagles Point \2184-06 LRI 02106.doc 2 Lot 53 First Eagles Point #2184-06 10127/06 Stemwalls and any retaining walls at the site should be designed to resist lateral earth pressures. For backfill consisting of the native soils , or imported granular, non-free draining, non-expansive material, we recommend that the walls be designed for an equivalent fluid unit weight of 50 pcf in areas where no surcharge loads are present. Lateral earth pressures should be increased as necessary to reflect any surcharge loading behind the walls. Floor Slab and Exterior Flatwork Recommendations The native clay soils are suitable for support of floor slabs and exterior flatwork. However, as mentioned above, the soils are slightly to moderately collapsible. Therefore, it is recommended that floor slabs and exterior flatwork be constructed on 12 inches of structural fill, with subgrade and fill preparation in accordance with the Foundation Recommendations section of this report. Grading around the structure should be designed to carry precipitation and runoff away from the structure. It is recommended that the finished ground surface drop at least twelve inches within the first ten feet away from the structure. Downspouts should empty beyond the backfill zone. It is also recommended that landscaping within three feet of the structures include primarily desert plants with low water requirements. In addition, it is recommended that irrigation within ten feet of fOtmdations be minimized or controlled with automatic shut off valves. General Notes The recommendations included above are based upon the results of the subsurface investigation and on our local experience. These conclusions and recommendations are valid only for the proposed construction. As discussed previously, the subsurface conditions at the site were observed to be fairly consistent. Although HBET believes that the subsurface investigation was sufficient to adequately characterize the range of subsurface conditions at the site, the precise nature and extent of any subswface variability may not become evident until construction. Therefore, it is recommended that a representative of HBET observe the foundation excavation prior to structural fill placement to verify that the subsurface conditions are consistent with those described herein. In addition, it is recommended that a representative ofHBET test compaction of structural fill materials. We are pleased to be of service to your project. Please contact us if you have any questions or comments regarding the contents of this report. Respectfully Submitted: Huddleston-Berry Engineering Bll'~., Michael A. Berry, P .E. Vice President of Engineering 3 ..._ :-FIGURE 1 -. \~ . -~~ ··-~-If. ~ ...... . ."-. Site Location Map . ' /-I ·Y '1 ~t '\ . EAGLE COURT NOTE: ORA WING NOT TO SCALE -TP-1 Project No.: 2184-06 Dnte: 10127/06 By: MAB LOT 53 FIRSf EAGLES POINT Huddleston-Berry Engineering &. Testing, LLC 640 White A venue, Unit B Grand Junction , CO 81501 970-255-8005 970..255-6818 CUENT Design Specialists PROJECT NUMBER COMPLETED 10/19/06 EXCAVATION CONTRACTOR ...:S~ta!!.!.rcasl~"--------- EXCAVATION METHOD -"T~ra~ck~hoe~----------- LOGGED BY ..!J~AH!W...---- NOTES CHECKED BY ~MAS='---- MATERIAL DESCRIPTION light brown, dry, medium stiff GB1 : l.ab Classified BASALT boulders -Refusal at 6.5 tr Bottom of test pit at 6.5 feet. TEST PIT NUMBER TP-1 PAGE 1 OF 1 ----TEST PIT SIZE ----- GROUND WATER LEVELS: AT TIME OF EXCAVATION ~d~--------- AT END OF EXCAVATION ~d!!L---------- AFTER EXCAVATION GB 1 MC 1 GB 2 16 28 20 8 54 15 15 Huddleston-Berry Engince:riDg & Testing. LLC 640 Wbite Avcouc, Unit B Gralld Junction, CO 81501 970-255-8005 970-255-6818 DATE STARTED 10/19/0S COMPLETED 10119/06 EXCAVATION CONTRACTOR _,Sr::.~:ta~::.rcas=t~...-_______ _ EXCAVATIONMETHOD_T~~~~~~------------ l.OGGED BY JAH CHECKED BY -"MAB=~- NOTES :: ~-~ c...: w-e MATERIAL DESCRIPTION Sandy CLAY (d), fight brown. dry, -Refusal at 6.5 tr Bottom TEST PIT NUMBER TP-2 GROUND ELEVATION ---- GROUND WATER LEVELS: PAGE 1 OF 1 TEST PIT SIZE ----- AT TIME OF EXCAVATION ~~:.....-----------1 ATENDOFEXCAVATJON-"d~------------ AFTER EXCAVATION MC 1 96 13 -~ Huddleston-Berry Engineering & Testing, LLC GRAIN SIZE DISTRIBUTION ~ 640WlliA-llitB Grand Junction, CO 81501 970-255-8005 970-255-6818 CLIENT O~an S~ciallsts PROJECT NAME Lot 53 ~es Point PROJECT NUMBER 2184-()6 PROJECT LOCATION Battlemtnt Mesa, CO U.S . SIEVE OPENING IN INCHES ' U.S. StEVE NUMBERS I HYDRONETER 6 4 3 2 1.5 1 314 1/2318 3 4 6 810 1416 20 30 40 50 60 100140200 100 I I :I I I' [ I t l 'l~ I ; I I I ; I l I I II I 95 I ;I I i I II I I I I 90 ,, : I II I : I I j_r'\ H I I as j I I : ~~ 1\ I 80 lj ; II 1\ I ; II 75 I I ~ I : I ~ I! II I 70 ; : I I _\ . 11 65 - I~ : I I ~I I :1 I I I (!) so iii I ill I I ~ I I i I ~ > 55 I ~I ll I I I 113 a:: 50 w I I 11; I I I n I I I I ~ I I z ~ 1-45 I !II I ~ I ~ :I I II I I z w 0 40 a:: I I .l I I~ I : I ~I n I I I w ll. 35 I I I ; I r I I I I 30 I I I Ii i .. I I I I ! I I 25 : E I I I ll ~ I II ; I il I I I : : 20 :I I I II ~ I ~~ I ~ I I I I 15 I I" I : I I : I I ~ I I I ~ I I I ~ 10 I I ~I I I ; I I : II : I I I I I 5 I ~ I r. I I ; II ~~ I I II Iii I I Ill l I 0 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS COBBLES J GRAVEL SAND SILT OR CLAY coarse I fine coarse medium I fine Specimen Identification I Classification I LL I PL I PI lee Cu • TP-1, GB1 10/06 I SANDY LEAN CLA Y(CL) 2s I 20 I e I I I I I I I I j t I Specimen Identification 0100 I 060 030 010 I %Gravel %Sand I %Silt %Clay •I TP-1, GB1 10/06 2.36 I 0.093 I I 45.3 54.4 I I I I I I I I I I I I I I I I I 8 H"""""'~B"'Y Eng;n=D>g & T"""" U.C ATTERBERG LIMITS' RESULTS 640 White A venue, Uuit B GraM Junction, CO 81501 970-255-8005 970-255·6818 CUEN T Design SoeciarlS1s PROJECT NAME Lot 53 Eaoles Point PROJECT NUMBER 2 184-06 PROJECT LOCATION Battlement Mesa, CO 60 V" @ @) 50 v p L / A s 40 / T I / c I 30 T v y I ~ 20 ·-·-;-.. v E X / 10 • / CL·ML I / @ 9 0 I I 0 20 40 60 80 100 UQUIDUMIT Specimen Identification I LL PL Pl #200 Classification e TP·1,GB1 1 0/19/2006 1 28 20 8 54 SANDY LEAN CLA Y(CL) I I I I I I I I I I ~ I ~ I j I ... l 0 I ~ ~ II) I :::. .. ~ I I ~ I I) ...: ~ I I I I ~ "' ~ I I I I (!) i5 .., I on ,_ 0 .. I I "' ~ .. I I r; "' 1:: I I I ~ Cl I I ffi "' ffi I I 1: < 8 Huddleston-Berry Engineering&. Testing, U.C CONSOLIDATION TEST . 640 White Avenue, Unit B ' Orand Junction, CO 81501 970-255-8005 -970-255-6818 CUE NT Design Seec:ialists PROJECT NAME Lot 53 E.aoles Point PROJECT NUMBER 2184-06 PROJECT LOCATION Battlement Mesa, CO 0.0 0.5 • I 1.0 1.5 J ·---1--------1-2.0 2.5 ;P. z 3.0 ~ t; 3.5 "" 4.0 4.5 "" - "" 5.0 \ ., ~ 5.5 1\. ~ \ ... c Cl ~ 6.0 "' 100 1,000 :> ... i!!i Cl ' ~ STRESS, psf t:l ..,; ~ ~ ., "' ..... ~ Specimen Identification Classification 'Yd MC% ... ., • TP-1 4.5 75 15 ... 0 ..... I I ., ~ ~ I I N ~ ~ ... ., ..... 0 t/) z 8 8 H--·..,-&r..mg.u.c CONSOLIDATION TEST I h 640 White A venue, Unit B ~~ Grand Junction, CO 81501 970-255-8005 970-255-6818 CUENT Desian S!;!ecialists PROJECT NAME Lot 53 Esales Point PROJECT NUMBER 2184-06 PROJECT LOCATION Battlement Mesa, CO 0.0 0.2 0.4 I I ~ 0.6 I 0.8 I I 1.0 1\ #. \ z ~ 1- U) 1.2 1.4 1\ 1.6 \ I 1.8 ~ 1\ ~ 2.0 \ ~ ~ 1- !il ~ 2.2 . "' 100 1,000 10,000 :> ..... ~ t:) ~ ...: STRESS, psf ~ ~ "' w -' ~ Specimen Identification Classification 'Yd I MC% :;! TP-2 3.0 f ..... • 96 13 0 _, I ~ . ~ I J "' ~ I j ~ "' I I -' 0 ~ I I 8 Mar.15. 2007 2:29PM Des gn SPec 1al1 sts No.3146 P. 2 . • . ~., 0 "ll' $I"~<) A..~ <(,(J ,A.. Mr. David Mead Garfield County Building Department March IS, 2007 Subject: Foundation change for residence being constructed at 42 Eagle Court, Battlement Mesa, Colorado Dear David, A review of the change made to the original foundation plan for the above subject property is found to be acceptable. Should you have any questions, feel free to call our Finn at (970) 241-1903. Robert D. Rowlands, Architect 917 Main Street • Grand Junction, Colorado 81501 • (970) 241-1903 Huddleston·Berry En[dner:ring &. Testio3, LLC Design Specialists 917 Main Street Grand Junction, Colorado 81501 Attention: Rob Rowlands Subject: Foundation Recommendations Lot 53 First Eagles Point Battlement Mesa, CO 640 White Avenue, Unit B Grand Junction, Colorado 81501 Pbonc: 970.255-800.5 Fax: 970.255-6818 HuddlcstonBerry@Bresnan.net February 9, 2007 Project#2184-06 Reference: Geotechnical Investigation, Lot 53 First Eagles Point, Battlement Mesa, Colorado by Huddleston-Berry Engineering & Testing, LLC for Design Specialists, October 27, 2006. Dear Mr. Rowlands, This letter is in response to a request for alternative foundation recommendations for Lot 53 of the First Eagles Point subdivision in Battlement Mesa, Colorado. Huddleston-Berry Engineering & Testing, LLC (HBET) understands that the builder has constructed several other homes in the Battlement Mesa area and would like to maintain consistency with respect to the foundation construction. Based upon infonnation provided to HBET, the standard procedure used by the builder on other lots in the vicinity of the subject site includes placing footings directly upon recompacted subgrade soils. Provided a maximum allowable bearing capacity of 1,250 psf is utilized for the foundation design, the footings may be placed directly on subgrade soils prepared in accordance with the referenced report. We are pleased to be of service to your project. Please contact us if you have any questions or comments regarding the contents of this letter. Respectfully Submitted: Huddleston-Berry Engineering and Testing, LLC liJlty Michael A. Berry, P .E. Vice President of Engineering COUNTY OF GARFIELD -BUILDING PERMIT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at 7'.?<. ¥ 6f PermitNo.~~~0~3~/6~-------------------------- 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 corrections have been made, call for inspection at 970·384·5003. Date .?-6-c; 7 20 _____ _ Building Inspector ~~;tJ??~ Phone (970) 945-8212 No. _ ID5>1lo UTIRIOR Add,.aa No.------------- Drainage ____________ _ Decks-auppor1 & clearance to wood ------ Deckl·stalnJ & ralls ---------- Exterior locks ------------ Fiuhlng around dOOnJ & Windows _____ _ Insect screens ___________ _ INTIRIOR GARAGE Fire wallaeparallon __________ _ Service doors·1~" min.--------- Door (20 min.) w/auto closer·1~H min. ____ _ Mach . equip. 18" above floor _______ _ No opening Into !leeplng 111'8a _______ _ BASEMENT·CRAWL AREA Accau _____________ _ lnsulallon ------------- Headroom/Stairs __________ _ Venlllatlon ------------- NOTES FINAL CHICKLIST MECHANICAL ROOM Boiler __________ _ Hot water _________ _ F.A. gill/oil _________ _ Floor drain _________ _ Clearance, _________ _ Air con. system ________ _ Hot water heater -------- Combustion air ________ _ Gas piping, valves _______ _ LPG Drain ---------- FIREPLACE/STOVE Clearance to combuallbles _____ _ Termination ol c himney, _____ _ Combustion air ________ _ Hearth (t2" or 20 " on !Idee)----- Glass doore _________ _ Cerllfled by: _________ _ REMARKS (continue on back) STAIRWAYS . Headroom (6'6") --------- Railing & guardralla -------- Width __ --'---------- Alae & run ----------- KITCHEN Clearance above grill _______ _ Exhaust fan ----------- Broiler exhaust (t hr. chase)------ BEDROOMS Egress ___________ _ Smoke detector ---------- BATHROOMS Exhauatlan __________ _ Shatterproof glass ________ _ OTHER ! INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING P'ERMIT GARFIELD COUNTY, COLORADO Date lssued.a~J~Q7 •... Zoned Area ••••.•..•....••••.•••••...•..•• Permit No ••• JQ.~.).{.. ....... . AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector and IMMEDIATELY BECOME NULL AND VOID. • This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing ~-;L (rV1 {.jvYl Driveway Foundation ok_~~ f.-A . ••lA ;/ft/7fl ~ ~ .Underground Plumbing .i ......... Insulation lf -1'1-D'1 )9m._ Rough Plumbing _±;t, -{)1 ;gr,t.---Drywall t..J _::t(..~ o1 ~ Chimney & Vent tf -/1, . () 7 ,{hl t Electric Final (by State Inspector) 'J~').:;-(f} K Gas Piping tf -!l:r 0 11ifrn Final q-U ~ol ~ Electric Rough (By State Inspector) t/·11 ·0 7 "'1 Septic Final~ Framing '1_-!t -07 ~ Notes: (To include Roof in place and Windows and Doors instaUed). ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERJNG - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. ' THIS PERMIT IS NOT TRANSFERABLE For Inspections Call384-5003 108 8th Street Glenwood Springs, Colorado APPROVEDDO NOT DESTROY THIS CARD Date a·I-C7 By 'J. IF PLACEDOU I ' Parcel Detail Page 1 of 3 Garfield County Assessor/Treasurer Parcel Detail Information Assessor(freasurer ProP-en y Search I Assessor Subset Q ue ry I Assessor Sales Search Clerk & Recorder ReceP-tion Search Basic Buildin g Characteristics I Tax Information Parcel DeLail I Value Detail Sales Detail I Residential/Commercial lmgrovement Detail Land Detail I PhotograP-hs I Tax Area II Account Number II Parcel Number II Mill Levy I I 080 II R042221 II 240717211053 II 39.826 I Owner Name and Mailing Address !DESIGN SPECIALISTS, INC I 1917 MAIN ST I !GRAND JUNCTION, CO 81501 I Legal Description lsECT,TWN,RNG:17-7-95 SUB:FIRST !EAGLES POINT LOT:53 PRE:R770006 IBK:0735 PG:0142 BK:0601 PG:0658 IBK:1882 PG:30 RECPT:714848 BK:1860 IPG:717 RECPT:71 0571 BK: 1860 PG:716 IRECPT:710570 BK: 1763 PG:42 IRECPT:690211 BK:1624 PG:286 IRECPT:660189 BK:1703 PG:330 IRECPT:677438 BK: 1703 PG:327 IRECPT:677437 BK: 1668 PG:443 IRECPT:669853 BK:1650 PG:358 IRECPT:665807 BK:1650 PG:355 IRECPT:665806 BK:1636 PG:378 IRECPT:662798 BK: 1624 PG:389 IRECPT:660193 BK:1624 PG:306 IRECPT:660192 BK:I624 PG:288 http://www .garcoact.cornlassessor/Parcel.asp? AccountN umber=R042221 1126/2007 Parcel Detail Page 2 of3 IRECPT:660190 BK:1615 PG:504 IRECPT:658359 BK: 1604 PG:906 IRECPT:655941 BK:1575 PG:7 IRECPT:649590 BK:1575 PG:ll IRECPT:649591 BK:0780 PG:0729 IBK:0780 PG:0722 BK:0780 PG:0718 IBK:0773 PG:0475 BK:0769 PG:0647 IBK:0769 PG:0643 BK:0769 PG:0639 IBK:0769 PG:0518 BK:0729 PG:0231 Location Physical Address: 1142 EAGLES CT PARACHUTE Subdivision: IIFIRST EAGLES POINT Land Acres: llo Land Sq Ft: III 0,946 Section II Township II Range 17 II 7 II 95 Property Tax Valuation Information Actual Value II Assessed Value I Land: 14,79011 4,2901 Improvements: oil ol Total: 14,79011 4,2901 Sale Date: 111112/2006 Sale Price: 1160,000 Basic Building Characteristics Number of Residential lo I Buildings: Number of Commllnd lo I Buildings: No Building Records Found Tax Information II http://www .garcoact.com/assessor/Parcel.asp? AccountNumber=R042221 1/26/2007 Parcel Detail [ Tax Year Transaction Type I Amount I [ 2006 Tax Amount $170.84[ I 2005 Tax Payment: Whole ($29.50)[ I 2005 Tax Amount $29.50[ Top of Page Assessor Dat'!base Search Options I Treasurer_Qatabase Search_Qptions Clerk & Recorder Database Search Options Garfield County Home Page 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.garcoacl.com/assessor/Parcel.asp? AccountNumber=R042221 1/26/2007