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Application-Permit
Garfield County No. I..____..(_D _1 fo_l__.l Building & Sanitation Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office 945-8212 Inspection Line 384-5003 Job Address: 0088 Eagle Ridge dr, Parachute Locality: _______ F_ir_st_E_a.Jig'-le __ s_P_o_in-'t,:....L_o_t_61_2_4_0_7_-1_7_2-_1_1_-0_0_6 _____ _ Use of Building: s/f dwelling on crawl space w/cov patio & att garage Owner: Wyngarden, Alan Contractor: Michael Robinson ---------------------------------- Clerk: 1/~3'0.~607 c.~, Amount of Permit: $2,231.05 ___ :.......:... _____ _ Date: GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8"" Street, SUite 401, Glenwood Springs, CO 81601 Phone: 970-945·8212 1 Fax: 970-384·3470 I Inspection Line: 970-384·5003 Pecm>t No· Jro 10 J PaxceljSchedule No l_'I(J'1 1'11... \1 ()Olo '---I Job Address: 2 A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO. TH1S PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHLN 180 DAYS, OR, IF· CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. J HEREBY CERTIFY THAT! HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE COMPLETED WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR ~~~1r;;~;;;~g~~TlNG CONSTRUCTION Adjusted Valuations~ ISDS No. & Fee: AGREEMENT 0 PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMIITED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WJTH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN LN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SA1D ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER -REQUIRING THE CORRECTION OF ERRORS IN SA1D PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPlANCE OF ANY RESPONSIBILITJES OR LlABLITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DJSCREPENCIES. THE RESPONSI BILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECJFlCIALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND JN SUPPORT OF THE OWNERS LNTEREST. (\, \ }?l\J V\ II F~ I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INlTIAL): ~\A) C\-lll--o.:t- Ct. \OlLj '$ '20";), ~~. The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department 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 occupancy, use and the issuance of a Certificate of Occupancy for the dwelling under building permit# _____ _ Q ~"-~~'J ~~~~ Signature Bpapplicationoctober2006 Date VALUATION/FEE DETERMINATION Applicant Wyet.~oe,:J Addres!Ol?tiis: l%1.._ !?•4 ¥ DnV.e...-- Date I0·3·o1 Finished (Livable Area): Main !&:W Upper Lower Other N~J( Subdivision'\'1 [~\e:> P \- Lot/Block I; Contractor 1\t •c. i.e.& /2.,1:,.;..,'501. Total Square Feet J 8: 2 6 k 7lf '-~'" Valuation Basement: Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: 5 oO '\ \ ~ Valuation Crawl Space: t %'"Z-O )tlj_ Valuation Decks/Patios: Covered / f 0 lc 7 '( ::: 2 (., \{0 Valuation Open Valuation Total Valuation },(, 3 137. (.,o ( GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS For SINGLE FAMILY DWELLING CONSTRUCTION Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a 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 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 studs and spacing, insulation, sheeting, house-rap, (which is required), siding or any approved building material. Engineered foundations may be required. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. wind speed, wind exposure B or C, and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IRC. I. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each comer of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. (NOTE Section: 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within ye 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 setbacksjo apply. 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 roperties), streams or water courses 0 Yes tJ -0. 2 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes { 5. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the IRC or per stamped engineered design? Yes rl 6. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes _ _J[_ ___ _ 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits? Yes II 8. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7, 000 feet above sea level), floor loads an9 wind loads? Y es___:v'::__ ___ _ 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof constr:;tion? Yes ______ _ I 0. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes V II. Does the building section drawing or other detail include the method of positive connection of all colU11)11S and beams? Yes_V::._ ____ _ 12. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of ayat roof? (Building height measurement usually not to exceed 25 feet) Yes. _____ _ 13. Does the plan include any stove or zero clearance fireplace planned for installation including make an: model and Colorado Phase II certifications or phase II EPA certification? Yes J.J.~ No _____ _ 3 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. Does the plan include a masonry fireplace including a fireplace section indicating design to comply wt·f. h the IRC? Yes J /-'-No ------- Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the IRC? Yes v' No ------ Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes V Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specifY safety glazing for these areas? v Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes V No _________ __ 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 J No __________ __ Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? The building permit application will not be acceered without it. No _____ _ Will this be the only residential structure on the parcel? Yes Ifno-Explain: ______ _ Have tJo (2) complete sets of construction drawings been submitted with the application° Do you understand that the minimum dimension a home can be on a lot is 20ft. wide and 20ft. long 0 J Yes ___ __ 4 24. Have you designed or had this plan designed while considering building and other construction code requirements? Yes II No ------ 25. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes No ____________ _ 26. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes J No ____ _ 27. Do you understand that approval for design and/or construction changes are required prior to the appli9ation of these changes? Yes V No _________ _ 28. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Penni! Fee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your building .r1ermit? Yes v No ------- 29. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made from 7:30a.m. to 3:30p.m. Monday through Friday. Inspections are to be called in J'o 384-5003. Yes No __________ _ 30. Are you aware that requesting inspections on work that is not ready or not accessible will result in a ~50.00 re-inspection fee? Yes V No _____ _ 31. Are you aware that you are required to call for all inspections required under the IRC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupa/y of the building" ~------ 32. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for an Agent and that the party responsible for the project must comply ~~t; thJIRC? 5 33. 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 I No ------- 34. 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' time of applicable inspection. Yes No ________ __ 35. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel Number for the lot you are applying for this permit on prior to submittal of a building permit application? Your attention in this is appreciated. Yes J No ___________ _ 36. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes J No (please check with the building department about this requirement) 37. 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 ___~\~.-___ __ I hereby acknowledge that I have read, understand and answered these questions to the (\ I best of Jy ability. \l "'""' ~ ~ ..... "'.L-_9-1-11~1"\ ____ _ Signature of Owner 4 Date Phone: ( S,) ~ \, \j -1 \. ').;) (days); __::S,_,~...,N'-"\t::____ _______ ·( evenings) Project Name: _ __::L::rr,·"--'---(.,""'--_·~--'-'Q.i""D:S'"""'_,·~,_,.::;,_:'\.,_ ______________________ _ 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 v-·ithout the issuance of a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application 6 may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review, delay in issuance of the permit or delay in proceeding with construction. BpminreqFeb2005 7 PLAN REVIEW CHECKLIST Building ~Engineered Foundation --\,L_Driveway Permit r;:,._y ...\.L_Surveyed Site Plan -lL.Septic Permit and Setbacks> c....r,.J ~radeffopography 30% d-Attach Residential Plan Review List LMinimum Application Questionnaire ~Subdivision Plat Notes ~Fire Department Review ~Valuation Determination/Fees LRed Line Plans/Stamps/Sticker ~Attach Conditions ~Application Signed V Plan Reviewer To Sign Application _LParcei/Schedule No. 1-"\1-40# Snow load Letter-Manf. Hms. ,/ Soils Report GENERAL NOTES: Date __ \~O:....·_'S~-O:::..J--1--- Planning/Zoning _LProperty Line Setbacks L./ 30ft Stream Setbacks V Flood Plain t.duilding Height t/Zoning Sign-off ~Road Impact Fees ~HOA/DRC Approval .J..L._Gradeffopography 40% dPianning Issues v' Subdivision Plat Notes September 7, 2007 Re: Construction/Battlement Mesa To Whom It May Concern: For the purposes of filings, and construction of the single family homes to be located at: Lot 6, Eagles Point Lot 8, Eagles Point 311 Lodgepole all located in Battlement Mesa, Colorado Please recognize Michael J. Robinson!Tri-Terra, Inc. as my agent representative for all matters related to permitting and construction of these homes. rr any questions, concerns, or required signatures arise related to these issues, contact Mr. Robinson directly at the following address and phone number: Michael Robinson 1338 Grand Ave #326 Glenwood Springs, Co. 81601 (970) 618-7625 (l!;~nk yo~ Jr;r your ;tme and attention to this matter. "-1\~ lJ"v~~4~~ Alan Wyngarden BATTLEMENT MESA SERVICE ASSOCIATION ARCIDTECTURAL COMMITTEE APPLICATION & CHECKLIST (for New Home Construction projects) Homeowner: ~~ ~'.:..~~e-..1 Home Mailing Address: "5\t:!:> ~IWL CW5iPZ. '\k:ro S"lE" 9.15' -:&;;~'ic;,'IL ~ 'bdl..O~ ( ' ' HomePhone:"t~:ui) '%,0.\-· \'1...\\ WorkPbone(ifdesired): ___________ _ ProjectAddress:'!$%" £~\c~rla:._~ot: (,. Block: __ Subdivision: &;..,;~~-rr: ProductionHomePlanNami{ifapJ;liCJfe): _________ ----:-~----------- Homebuilder: \12..t---;:-g'~) r: .. '- Business Mailing Address: li!.3~ ·~-::.£> ..t:.>~E' · * ~(... Business Phone: (eo.-.!:>) {..\1>--. •• ,,.1.."5' .Fax(ifdesired): ---;------------- Submittal Date: ~\'•\ EstirnatedStartDate: ~;:>~\?'"'\ E~ftedCorn:letionDate: \1-\!)o~ i;\ '···· -- SUBMITTAL REQUIREMENTS: Two Copies each of items 1, 2 & 4 need to be submitted. (Check-offitems attached to the Application. Fill in spaces as indicated.) / 1. Site Plan Drawing (1" = 10' or 1" = 20' scale) with the following information shown: v Lot, Block & Subdivision name. --"-i/-Street Address of Project. _ _._{_ Building Setback Lines (also fill-in the shortest distance between property line to the exterior wall closest to that property line). Please be aware that all Building Setback Lines are taken from your Property Line Pins!! Your Property Line is NOT the Curb Line!! I Dwelling Unit Front Setback: Left Side Setback: Right Side Setback: Rear Setback: Utility Easements. 55' Clear Site-Line at Intersection Corner Lots. Site Grading Elevations & Drainage. Garage First (main) Floor Height in relation to top of street curb at front-center oflot. Driveways (including width of driveway), Walkways, Patios, etc. Outbuildings. / 2. Architectural Drawings (1/4" = 1' or 118" = 1' scale) with the following information shown. t/ Floor Plan(s) with overall dimensions (:fill-in the following square foot areas). First Floor Finished Living Area: }f:I'W square feet Second Floor Finished Living Area: NLA square feet Lower Floor Finished Living Area: NIA square feet Total Finished Living Area: tt;?o square feet Total Unfinished Living Area: N/A square feet Garage Area: S"e.l? square feet I Building Elevations Plans indicating doors, windows, exterior materials, building height,. roof pitch, roof-mounted evaporative coolers, etc. (:fill-in maximum height below). Maximum building height to highest ridge line or building structural projection 2(,. feet above top of street curb at front-center of your lot. Engineered (stamped) Foundation Plan. Outbuildings indicating dimensions, elevations and o"llerall height to ridge line. 3. Exterior Materials (:fill-in the selections below): RoofingMaterial: ?,.0 ·;t .he.~ S\)IS}6u:::· Color:_\1__,__,f)c.:.<)...._ _____ _ PrimarySidingMaterial: <lrmM.C l.4P /.l~olor: _ __,"Ji!>S)'-="'------ AccentSidingMaterial: 4~1\f)/1 K'-J Color: __ ~!..\"""--}),_ ____ _ TrimMaterial: ...&<l..!)~l::>lli:l..l) /1 )(1\. Color: __ -r_,_,_·e,,_,D.J..._ ____ _ Masonry Material: \~ Color: Stucco Materials: ~Lb. Color: ---------- Front Door Material: _...:S,_>t_,_,.,ttb..._,o..-____ Color: __ '11'--.!:b~\).L.------- GarageDoorMaterial: ~<...\ Color: __ -_,,_~:.~.f):u_ _____ _ COLOR SAMPLE COLOR SAMPLE COLOR SAMPLE COLOR SAMPLE COLOR SAMPLE COLOR SAMPLE / 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 barrier. Fences. Other Landscape Improvements (decks, site lighting, flag poles, etc.). 5. Variance Request (if applicable) Give details below: 6. Residential Construction Monetary Deposit: JJW e 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 BMSA Board of Directors. If JJW e are found in violation of these Conditions at the Hearing it will result in a fine to the Owner of not less than $500.00 per month for each full month in excess of the allotted completion time frame. IJWe 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 of6 herein, JJWewill be cited by the BMSAJAC in written citation form at the time of discovery. In extenuating circumstances a Variance may be requested from the BMSA/AC, provided such Variance request item is within the purview and approval jurisdiction of the BMSA/AC. If a Variance is not granted by the BMSA/AC and if the Non-Conforming Items are not corrected within 60 days after the date of written citation, I!Wewill be served Notice of a Hearing before the BMSA Board of Directors, and ifiJWe are found in violation of these Non-Conforming Items at the Hearing I!We will be fined a minimum of $500.00 per Non-Conforming Item. Notwithstanding the foregoing, IJWe acknowledge that the BMSA Board of Directors and/or Architectural Committee may pursue any legal remedy available in the event of a non-compliance. AS PER THE ARCHITECTURAL STANDARDS,PLEASE INDICATE THE FOLLOWING POINTS ON THE PLOT PLAN AND BELOW: ELEVATIONS AT EACH CORNER OF THE LOT. LOCATION. 1. t-.l0\'2... T'-' 2. eAST 3. Sa.Lnt 4. "-'e..S'T 5. H/A ELEVATION (FEET) -----S' 4-111 ' -----5'4-\ +·l<.. -----S.fOS'.oc, -----S <f:o S'. I !:t 6.--THE IDGH POINT OF THE LOT. 5"4-t '"f- 7.--THELOWPOINT OF THE LOT. ------Ei404• 3t 8.--HEIGHI OF GARAGE FLOOR. -----54) !> .. 14- 9.--HEIGHI OF HOUSE MAIN FLOOR. -----Sf\~~~~ 1 0.--HEIGHI OF ROOF ABOVE FOUNDATION. tl~ '1- (MAXIMUM---35 FEET) 11.--HEIGHI OF ROOF ABOVE CENTER tG. 1 OF THE MID CURB. (MAXIMUM---29 FEET) 12.--DRAINAGE FLOW LINES ON THE PLOT PLAN. 13.--ROOF PITCHES.--------1.-------------'-~ \~ 1'(p. 2.------------- 3.------------- 4.------------- 15.-SQUARE FEET OF LIVING SPACE. Failure to Pl1Y fines levied as determined at the Hearing may also result in a Lien being placed on your Property or litigation Process initiated by the BMSA Board of Directors to secure conformance with this full Application and its respective Conditions Of Approval. IJW e understand that Architectural Committee approval does not constitute approval ofthe local building department, drainage design or structural soundness, nor does it constitute assurance that the plans comply with all applicable codes, regulations, ordinances and laws. IJWe further acknowledge that any subsequent field changes which .IJWe may desire to the Home Construction or Improvement Projects of this original Application Submittal and the original Conditions of Approval issued by the BMSA/AC will require an additional Revised Application Submittal on our behalf, and that IJW e will not proceed with any subsequent field changes until a Revised Conditions of Approval have been issued to us by the BMSA/AC. Owner's Signature(s): -~~l>i'>!o-""=--~.=..:~>!...:1.\~~::q·~<>-v~L~------'- Owner's Printed Names: ~bi>.'-i ~ '<..:::JG.f>IJ..>)CN Date: ~~').'\\~, \\ Date: Builder's Signature: ~ ~ Builders Printed Name: \A.\U\~)1:>\~~ Date: 'l.\ \--\\"' \ \ Thi~ portion of the Application Form is to be completed by the Architectural Committee (not the Applicant). CONPIDONS OF APPROVAL or DISAPPROVAL 1. No sitework or building construction may proceed on any Lot (including no preliminary site clearing, grubbing, grade alteration, storing of material, foundation excavation, extension of underground utilities, etc;) until the Project has received a Project approval from the Architectural Committee and has been issued a Building Permit (as required by Garfield County for new home or Renovation projects). 2. All general building and site improvements construction for any Project shall be completed and shall have issued a Certi£cate of Occupancy from the Garfield County Building Department no later than one (1) year after the issuance date of this Architectural Committee Approval. 3. The complete landscaping and revegetation of the improved Lot, to speci£cally include the front, side and rear yard areas, shall be completed no later than six ( 6) months from the date of the Certi£cate of Occupancy. 4. If the selection of colors and /or landscaping plans are not included with this application they must be submitted for approval before any action is taken to install the missing items. 5. 6. 7. App!icatiw;rova~(I .· · of Arcbj4:ctural Committee Members): By: ({~ ----1 Application Approv By Chairman: ction subject to the above conditions: d A ·· Date:'i, :r; t:f? / ? Application Denied (Initials of Architectural Committee Members): By: , · ___ _ Application Denied for reason(s) stated above: ByChairman: ---------------------------------------Date:-------------- Huddleston-Berry Engineering & Testing, LLC Tri-Terra, Inc. 218 E. Valley Road Carbondale, Colorado 81623 Attention: Subject: Michael Robinson Geotechnical Investigation Lot 6 First Eagles Point Battlement Mesa, CO Dear Mr. Robinson, 640 White Avenue, Unit B Grand Junction, CO 81501 Phone:970-255-8005 Fax:970-255-6818 HuddlestonBerry@bresnan.net August 17, 2007 Project#328-07 This letter presents the resi.Jlts of a geotechnical investigation conducted for Lot 6 First Eagles Point in Battlement Mesa, Colorado. The site location is shown on Figure 1. The proposed construction is anticipated to consist of a single-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 and nearly level. Vegetation at the site consisted primarily oflow grasses and weeds. The site was bordered by Eagle Ridge Drive to the north, existing residences to the east and west, and by open land to the south. Subsurface Investigation The subsurface investigation included one test pit as shown on Figure 2 -Site Plan. The test pit was excavated to a depth of 8.0 feet below the existing ground surface with a backhoe. A log of the test pit is included in Appendix A. The test pit encountered 1.0 foot of silty clay with sand and organics topsoil above brown, dry, medium stiff to stiff silty clay with sand, cobbles, and boulders. The percentage of cobbles and boulders increased with depth. Groundwater was not encountered in the test pit at the time of the investigation. Lot 6 First Eagles Point #328-07 08117/07 Laboratory Testing Laboratory testing was conducted on soil samples collected in the test pit. The testing included grain-size analysis, Atterberg limits detennination, natural moisture eontent determination, and soluble sulfates content determination. The laboratory testing results are included in Appendix B. The laboratory testing results indicate that the clay soils at the site are moderately plastic. Due to the presence of cobbles and boulders, undisturbed samples of the clay soils were unable to be collected for swell/consolidation testing. Based upon the Atterberg limits of the clay soils, these materials may exhibit a slight potential for expansion. However, the. magnitude of swell is anticipated to be small due to the significant quantity of cobbles and boulders present in the clay. The soluble sulfates content of the soils was determined to be 700 parts-per-million (ppm). Foundation Recommendations Based upon information provided to HBET a spread footing foundation is proposed for the structure. A spread footing foundation is appropriate give the subsurface conditions at the site; however, to provide a uniform bearing stratum and limit the potential for excessive differential movements, it is recommended that the foundations be constructed above native clay soils, below the topsoil, that have been scarified to a depth of 6 to 9cinches, moisture conditioned, and compacted to a minimum of 95% of the standard Proctor maximum dry density, within± 2% of the optimum moisture content as detennined in accordance With ASTM D698. Prior to compaction, particles in excess of 6-inches in diameter should be removed. For the foundation building pad prepared as recommended, a maximum allowable bearing capaCity of 1,250 psf may be used. Foundations subject to frost should extend a minimUm. of36c inches below the final grade. As discussed previously, the soluble sulfates content of the native soils was determined to be 700 ppm. This concentration represents a moderate degree of potential Sulfate attack on concrete exposed to the native soils. Therefore, Type I-II sulfate resistant cement is recommended for co)lstruction at.this site. Steinwalls 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 silt soils are suitable for support of floor slabs and exterior flatwork. However, it is recommended that floor slabs and exterior flatwork be constructed on native soils that have been prepared in accordance with the Foundation Recommendations section of this report. Z:\2007 Projects\328-07 Lot 6 First Eagles Pt-Tri-Terra\200-geo\328-07 LR08!707.doc 2 Lot 6 First Eagles Point #328-07 08/17/07 Drainage Recommendations 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 foundations 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, only one test pit was conducted at the site. As a result, the precise nature and extent of any subsurface variability may not bec<ime evident until construction. Therefore, it is recommended that a representative of Hl3ET observe the foundation excavation prior to foundation placement to verify that the subsurface conditions are consistent with those described herein. In addition, it is recommended that a representative of HBET test compaction of the sub grade materials. · We are pleased to be of service to your project. Please contact rui if you have any questions or comments regarding the contents of this report. Respectfully Submitted: Huddleston-Berry Engineering and Testing, LLC Michael A Berry, P.E. Vice President of Engineering Z:\2007 Projects\328-07 Lot 6 First Eagles Pt • Tri-Terra\200-geo\328-07 LR081707.doc 3 ~:. lj l l.rJ'l' .ee / / / / ~. ;;...~~=·~:;.~~~ ~r!.~~!~..!.'"J..!': ~ ~~~~lv..._ il :.!.: .. ~<be'-I>Yt,e.., ... -..·-~ ~ g.._,I,....._"Ov,..r.a.-5• ... _il><looflt"'f~~n;t 6 ··--·· GRAPillc OC'l!B ~I l<n' ttz !!p d Jpln .Sino!~ ft>'nry LOt! S&. OFrrn lftt.:I!/Cb:;ntnll" ~ 1 "11 .... :1• Fir8t Eagles Point . Situated in / / / / Garfield County, Colorado Final Plat l'lrsl-Eagles Point, A Resubdivision of Parcel ~-3 BaLllement 1!esn . PlJD Sections 6, J7 & 1,6, 'J'. 7 S., R. 05 W. of lh 6TH !' .•. /' ,-l:;ountff of Garfield, :llale f Colora o / , .. '.,; // SIUM·'{G"'t ,.' / .......... !l.i!l' ,r;.~·· ... l.:!!:.! .... : .. " '.t;· :J. ' ·--"1. i i ~ I • ~ G I j .. • " ~ ~ li ' ~ o--· Q ~ ~ , ~ < Plo.C . FIGURE 1 Site Location Map ' ,. ·• FIGURES NOTE: DRAWING NOT TO SCALE Project No.: 328-07 Date: 08/17/07 By: MAB LOT 6 FIRST EAGLES POINT FIGURE 2 -SITE PLAN APPENDIX A Typed Test Pit Log Huddleston-Berxy 640 White Avenue, · B Grand Juuction, CO 81501 970-255-8005 970-255-6818 CLIENT Tri-Terra Inc. PROJECT NUMBER DATE STARTED _,7"'/3,_,1"'10"-7-~~ LLC 7131/07 EXCAVATION CONTRACTOR __,H_,i:t-R,_iv,_,e._r _________ _ EXCAVATION METHOD __,s,a._,c,k,ho,e'------------- LOGGED BY JAH CHECKED BY __,M"'A"'B"---- NOTES MATERIAL DESCRIPTION brOwn, GB1: Lab Classified feet. TEST PIT NUMBER TP-1 PAGE 1 OF 1 PROJECT NAME Lot 6 First Eagles Point PROJECT LOCATION GROUND ELEVATION-~~ GROUND WATER LEVELS: TEST PIT SIZE ------I AT TIME OF EXCAVATION _,d.,_·'---------,--'-- AT END OF EXCAVATION _,d=----------- AFTER EXCAVATION - MC 1 GB 1 12 4? 2~ 19 80 APPENDIXB Laboratory Testing Results ,f$·1!!-~'~ Huddl~ton-Berry Eng~eering & Testing, LLC GRAIN SIZE DISTRIBUTION ,7 ~'~ 640 Whtte Avenue, UmtB ~~ffi~ Grand Junction, co 81501 lit--~ 970-255-8005 '"·"' 970-255-6818 CLIENT Tri-Terra Inc. PROJECT NAME Lot 6 First Eagles Point PROJECT NUMBER 328-07 PROJECT LOCATION Battlement Mesa. CO U.S. SIEVE OPENING IN INCHES I U.S. SIEVE NUMBERS I HYDROMETER 6 4 3 2 1.5 1 3/4 1/23/8 3 4 6 810 1416 20 30 40 50 60 100140200 100 I I I 'l_l_ ~ I I I I 95 ~ -; ; 90 -...... 85 ~ 80 75 : : 70 1-65 : ::r: (!) 60 iii 3: >-55 OJ 0: : UJ 50 z u: 1-z 45 UJ (.) 40 0: w [l. : : 35 : 30 : : : 25 20 : : 15 10 : : : : 5 : : 0 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL SAND SILT OR CLAY coarse I fine coarse medium I fine Specimen Identification Classification LL PL PI Cc Cu • TP-1, GB1 7/07 LEAN CLAY with SAND(CL) 42 23 19 . Specimen Identification D100 D60 D30 D10 %Gravel %Sand %Silt %Clay • TP-1, GB1 7/07 9.5 2.5 17.0 80.5 ~~~~~ Huddles_ton-Berry Eng~ee~g & Testing, LLC ATTERBERG LIMITS' RESULTS /'ffl''~) 640 White Avenue, Umt B ~~ ~ Grand Junction, CO 81501 ~--~ 970-255-8005 ~ 970-255-6818 CLIENT Tri-Terra, Inc. PROJECT NAME Lot 6 First Eagles Point PROJECT NUMBER 328-07 PROJECT LOCATION Battlement Mesa CO 60 v @ @ 50 v p L L A s 40 / T I / c I 30 T v y I / N 20 y D E X / 10 / CL-ML / @ 9 0 0 20 40 60 80 100 . LIQUID LiMIT . Specimen lcientification LL PL PI #200 Classification e TP·1, GB1 7/31/2007 42 23 19 80 LEAN CLAY with SAND(CL) Huddleston-Berry Engineering & Testing, LLC Tri-Terra, Inc. 218 E. Valley Road Carbondale, Colorado 81623 Attention: Subject: Michael Robinson Geotechnical Investigation Lot 6 First Eagles Point Battlement Mesa, CO Dear Mr. Robinson, 640 White Avenue, Unit B Grand Junction, CO 81501 Phone:970-255-8005 Fax: 970-255-6818 HuddlestonBerry@bresnan.net August 17, 2007 Project#328-07 This letter presents the results of a geotechnical investigation conducted for Lot 6 First Eagles Point in Battlement Mesa, Colorado. The site location is shown on Figure I. The proposed construction is anticipated to consist of a single-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 and nearly leveL Vegetation at the site consisted primarily of low grasses and weeds. The site was bordered by Eagle Ridge Drive to the north, existing residences to the east and west, and by open land to the south. Subsurface Investigation The subsurface investigation included one test pit as shown on Figure 2 -Site Plan. The test pit was excavated to a depth of 8.0 feet below the existing ground surface with a backhoe. A log of the test pit is included in Appendix A. The test pit encountered 1.0 foot of silty clay with sand and organics topsoil above brown, dry, medium stiff to stiff silty clay with sand, cobbles, and boulders. The percentage of cobbles and boulders increased with depth. Groundwater was not encountered in the test pit at the time of the investigation. Lot 6 First Eagles Point #328-07 08/17/07 Laboratory Testing Laboratory testing was conducted on soil samples collected in the test pit The testing included grain-size analysis, Atterberg limits determination, natural moisture content detennination, and soluble sulfates content determination. The laboratory testing results are included in Appendix B. The laboratory testing results indicate that the clay soils at the site are moderately plastic. Due to the presence of cobbles and boulders, undisturbed samples of the clay soils were unable to be collected for swell/consolidation testing. Based upon the Atterberg limits of the clay soils, these materials may exhibit a slight potential for expansion. However, the magnitude of swell is anticipated to be small due to the significant quantity of cobbles and boulders present in the clay. The soluble sulfates content of the soils was determined to be 700 parts-per-million (ppm). Foundation Recommendations Based upon information provided to HBET a spread footing foundation is proposed for the structure. A spread footing foundation is appropriate give the subsurface conditions at the site; however, to provide a uniform bearing stratum and limit the potential for excessive differential movements, it is recommended that the foundations be constructed above native clay soils, below the topsoil, that have been scarified to a depth of 6 to 9-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 determined in accordance with ASTM D698. Prior to compaction, particles in excess of 6-inches in diameter should be removed. For the foundation building pad prepared as recommended, a maximum allowable bearing capacity of 1,250 psf 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 detennined to be 700 ppm. This concentration represents a moderate degree of potential sulfate attack on concrete exposed to the native soils. Therefore, Type I-II sulfate resistant cement is recommended for construction at this site. 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 silt soils are suitable for support of floor slabs and exterior flatwork. However, it is recommended that floor slabs and exterior flatwork be constructed on native soils that have been prepared in accordance with the Foundation Recommendations section of this report. Z:\2007 Projccts\328-07 Lot 6 First Eagles Pt-Tri-Ten-a\200-geo\328-07 LR081707.doc 2 Lot 6 First Eagles Point #328-07 08117/07 Drainage Recommendations 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 foundations 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, only one test pit was conducted at the site. As a result, the precise nature and extent of any subsurface variability may not become evident until construction. Therefore, it is recommended that a representative of HBET observe the foundation excavation prior to foundation placement to verify that the subsurface conditions are consistent with those described herein. In addition, it is recommended that a representative of HBET test compaction of the sub grade 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 and Testing, LLC Michael A. Berry, P.E. Vice President ofEngineedng Z:\2007 Projects\328~07 Lot 6 First Eagles Pt-Tti-Tena\200 geo\328-07 LR081707.doc 3 FIGURES f.IJ:I' EZ / / _, ;;.;:;."'~~-.~:;..!~.:. ~!!.!. ~~,:;".,!_ ";:..!; ~ ~1:: l!!·';.]~"l iJ ~~ .~~ -fJ) .,........, l>"n• "'""-?--....... ~ .. ,_,.,., ~l ,......,, 1..-.-".,.,..-rd..,.• • ll'o>.r...,.,A ""r~..,.t:>Mr.t GfW'ID!: st:-11.8 j~ t ... ,...,. .. ,.., ... llt..,.t ... \JI,.,U ,.."'"'~""' .. l~JI~ Hnl l!z Slni>!e fn'flly L<:.b Op:n ~aa::.,/CIJ;llm:r-. l'J..u ·rr,.Q~~ Final Plat Firsl-Eagles Pojnt, A Resubdivi.sion of Pa.rcBl 3-3 Balllement 11esa . PUD Situated in Sections 6, F & 16, r. 7 s., R. 95 !'[, of th 6TH P .•. //. ~ ... Count/ of Garfield, ~lale f Colora o / ,.. .... "' // Str12>S·~1 /_, / /?l;l.i~' .~.-:-·· .. j t ·- ''" , ..... =·~ ....,...,gw~.- ·~· ~ " i " i w I ~ l ~ ~ j , ~ > ~ " i! ' ;;· 0 ~ " ~ ~ FIGURE I Site Location Map ~ = = = c "' = "' = = NOTE: DRAWING NOT TO SCALE TP-1 Project No.: 328-07 Date: 08/17/07 By: MAB LOT 6 FIRST EAGLES POINT FIGURE 2-SITE PLAN APPENDIX A Typed Test Pit Log .... Huddleston-Berry & Testing, LLC ~-~\ 640 White Avenue, Unit B . Grand Junction, CO 81501 970-255-8005 970-255-6818 CLIENT Tri-Terra Inc. PROJECT NUMBER 328-07 DATE STARTED _,7_,_,/3'-'1'-"10"-7 __ _ COMPLETED ~7'-'-'/3'-'1'-"10"-7 __ _ EXCAVATION CONTRACTOR _,H_,i:c-R"'iv"'e"--r --------- EXCAVATION METHOD __,s,a,_,c"-'kh.,o,_e _________ _ LOGGED BY JAH CHECKED BY _,M""A'"B'----- NOTES MATERIAL DESCRIPTION 0.0 TEST PiT NUMBER TP-1 PAGE 1 OF 1 PROJECT NAME Lot 6 First Eagles Point PROJECT LOCATiON I Mesa, CO GROUND ELEVATION----TEST PIT SIZE------ GROUND WATER LEVELS: AT TIME OF EXCAVATION __,d"-'-rv __________ _ AT END OF EXCAVATION __,d"-'-rv __________ _ AFTER EXCAVATION -- UJ * ~~~ ~ 11 'LiMITi ~ 0-~ffi ~g "'w ~ ::: $:>-=> ~~ 0 8~ wco oZ-' i' Q;-i=!::: Q[5 -'2 ...~=>:; 0.:::> ~ coO ::o-"'z ~ 0~ >-o (/) ~z o;s ~ :1::::; lflz ::::;-' :1-UJ (/) 0 0-z 0-u: -~ Silty CLAY with Sand and Organics ~ , brown, dry ~ Silt~GLA Y.with S,::nd, ~ medium stiff to stiff 2.5 .· ;?; ~· ! ,, I ~ ~ ~ GB 1 : Lab Classified and i (CL), brown, dry, Bottom of test pit at 8.0 feet roo GB 01 12 42 23 19 80 APPENDIXB Laboratory Testing Results ~)-~.E.£~~ Huddleston~Beny Engineering & Testing, LLC GRAIN SiZE DiSTRIBUTION .• '\~) 640 White Avenue, Unit B ~( __ JB~ Grand Junction, co 81501 ~-...... ~~if!} 970-255-8005 ~ 970-255-6818 CLIENT Tri-Terra Inc. PROJECT NAME Lot 6 First Eagles Point PROJECT NUMBER 328-07 PROJECT LOCATION Battlement Mesa CO U.S. SIEVE OPENING IN INCHES I U.S. SIEVE NUMBERS I HYDROMETER 6 4 3 2 1.5 1 3/4 1/2 3 4 6 8101416 20 30 40 50 60 100140200 100 I I I I I I I I I 95 "" - 90 85 ~ ' 80 75 70 f-65 :r: (9 60 w 5: >-55 Ill 00 w 50 z u: f-z 45 w () 40 00 w a. 35 30 25 20 15 10 5 0 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS I COBBLES [ GRAVEL I SAND I SILT OR CLAY coarse fine I coarse medium I fine I Specimen Identification Classification LL PL PI Cc Cu G TP-1, GB1 7/07 LEAN CLAY with SAND(CL) 42 23 19 Specimen Identification 0100 060 030 010 %Gravel %Sand %Silt %Clay • TP-1, GB1 7/07 9.5 2.5 17.0 80.5 ~ Huddles.ton~Berry Engi~eering & Testing, LLC ATTERBERG LIMITS' RESULTS w 640 White Avenue, Umt B ~~ffig Grand Junction, co 81501 ~ 970-255-8005 970-255-6818 CLIENT Tri~Terra Inc. PROJECT NAME Lot 6 First Eagles Point PROJECT NUMBER 328-07 PROJECT LOCATION Battlement Mesa CO 60 v @ @) 50 / p L / A s 40 / T / I c I 30 T v y I / N 20 D v E X / 10 / CL-ML / @ 9 0 0 20 40 60 80 100 LIQUID LIMIT Specimen Identification LL PL PI #200 Classification e TP-1, GB1 7/31/2007 42 23 19 80 LEAN CLAY with SAND(CL) I No. ----'----'(()_7....__&_7_,__' __ Assessor's Parcel No.o1<fo 7-l1;).~JJ-Oof. Date /f/3 D /07 I I Q PEJ'MIT C~~ /"' _ J ~ . ;v~ '-e [;t{;,J .s c/e:f fo =tu..if 0!f?'-'7b2S 61~-76;)S""' (continue on back) COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at .(702'?3 E11GL£ lfiPG£: pi(, Permit No. /0 Zb 7 I h~ve this day inspected this structure and these prem1ses and found the following corrections needed: ~A'/(/kG;t:" SA::'% /M7'i:-.:s /(/,c;;rp /)/ LEA.s,- z. ~~ /Z&og _:Te:,;.s-/ AT CA'/JuJL fW~Afc..cDs -S<f?«AsH Z?.ti:<;;>?K ol?. t.U££3 _ /. c;zz;!!!:Me:t< As r'.e;e fl1A'AI2!/'AC/Z71{C~ ' yC/4;s/ vAJ,og_.,e_ ,l3-1'J?IR£> /1/.e.£/i.s 8t;A<:.e..O c;£ ./;/£&!.?£-~ fi:P- 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~ /:s= Building Inspector 20 CJ2 Phone (970) 945-821'~2;---------------~ COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at {)(!)f5,8 ~ 4 M, Permit No. /0 1az 1 ~Call for Re-lnspection 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date /()-~dJ~ Building Inspector~ Phone (970) 945-8212 INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date IssuedJJl~f~ .•••. Zoned Area ............................... Permit No../9..?.~.'1. .......... . AGREEMENT In consideration ofthe issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector and IMMEDIATELY BECOME NULL AND VOID. use fljFdltAJtt4i' ':8~/ =~ta/lf:ttQt~ Address or Legal DescriptionNforJ! L/tillf4 ~~ Owner lf/Vfl~· A/411 Contractor Jtrtdftle(. /bit/llfifJYI I "-~-Setbacks Front Side Sjde Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing I 1..-:uJ ·0'1 ~ Wn. n k Driveway Foundation /~It{ ~o 1 fo1{ q Underground Plumbing --114-.. Insulation 5-(}.1-0'if, Pw\ RoughPiumbing ?·?-1-D~ {hJv Drywall .?· ?o-0(3~ Chimney & Vent 6"·/.S:.o lt Qi;,J of( Electric Final (by State Inspector) 10~ . Gas Piping 5 ''Vt> • 0 1S f.Jvll.. Final !tJ·9o./Jff Rrr7 y Electric Rough (By State Inspector)$' 7·6lillj Septic Final~ Framing 5'·?. J. ·\)f.~ Notes: (To include Roof in pace an indows and Doors installed}. ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING. WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE For Inspections Call 384-5003 108 8th Street Glenwood Springs, Colorado APPROVEDDO NOT DESTROY THIS CARD Date I~"') By,. .~ii.AA( L,_~ C ~ IF PLA~ ~-O~WITH CLEAR PLASTIC Parcel Detail Page 1 of 3 Garfield County Assessor/Treasurer Parcel Detail Information · As~e$o9IiiXe4S\.lrerPmpertYSe?.rQb I Asoessor Su!1.seLQ.IJITy I A:>_sessQLS?.!es.Sem:£h Clerk&RecQLderRecePli9n Sgmch Parcel Detail I Value Detail Sales Detail I Residential/Commercial Improvement Detail Land Detail I Photographs I Tax Area II Account Number II Parcel Number II Mill Levy I I 080 II R042170 II 24o71nuoo6 II 39.826 I Owner Name and Mailing Address IWYNGARDEN, ALAN I 18900 W 35TH AVE I IWHEATRIDGE, CO 80033 I Legal Description lsECT,TWN,RNG:17-7-95 SUB:FIRST I !EAGLES POINT LOT:6 PRE:R770006 I BK:0735 PG:0142 BK:0601 PG:0658 BK:1937 PG:0876 RECPT:725529 BK:l763 PG:42 RECPT:690211 BK:1624 IPG:286 RECPT:660189 BK:1703 PG:330 I IRECPT:677438 BK:1703 PG:327 I IRECPT:677437 BK:1668 PG:443 I IRECPT:669853 BK: 1650 PG:358 I IRECPT:665807 BK: 1650 PG:355 I IRECPT:665806 BK:1636 PG:378 I RECPT:662798 BK:l624 PG:389 RECPT:660193 BK:1624 PG:306 IRECPT:660192 BK:l624 PG:288 I IRECPT:660190 BK: 1615 PG:504 I IRECPT:658359 BK:1604 PG:906 I http://www .garcoact.cornlassessor/Parcel.asp? AccountNumber=R042170 9/14/2007 Parcel Detail Page 2 of 3 jRECPT:655941 BK:l575 PG:7 I IRECPT:649590 BK: 1575 PG: 11 I IRECPT:649591 BK:0780 PG:0729 I jBK:0780 PG:0722 BK:0780 PG:0718 I IBK:0773 PG:0475 BK:0769 PG:0647 I IBK:0169 PG:0643 BK:0769 PG:0639 I IBK:0769 PG:0518 BK:0729 PG:0231 I Location . I Physical Address: IIPARACHUTE I I Subdivision: IIFIRST EAGLES POINT I I Land Acres: llo I Land Sq Ft: jj9,365 I I Section II Township II Range I I 17 II 7 II 95 I Property Tax Valuation Information II Actual Value I Assessed Value I Land: II 33,7601 9,790 I Im~rovements: II 0 0 I Total: II 33,76011 9,7901 Sale Date: 116111/2007 Sale Price: lls3,600 Basic Building Characteristics Number of Residential 0 Buildings: Number of Comm!Ind 0 Buildings: No Building Records Found Tax Information TaxYear II Transaction Type II Amount I 2oo6 II Tax Payment: Whole II ($187.96)1 II II http://www .garcoact.com/assessor/Parce!.asp? AccountNumber=R042170 9/14/2007 Parcel Detail I 2006 II Tax Amount II $187.961 I 2005 II Tax Payment: Whole II ($29.50)1 I 2005 II Tax Amount II $29.501 Top ofPagr AssrssoLl?<ltflPa$~Sran::h ... OP!iom I Tr~!l>m~r.Datab<:!se Sean;I1_QpJim1'i C!~rkSi: R~corderO<lti:!h<lst Sean::hQptions 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 GoodTmns_SQf\wm·e. http://www .garcoact.com/assessor/Parcel.asp? AccountNumber=R042170 9/14/2007