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HomeMy WebLinkAboutApplication-Permit.pdfGARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8" Street, Suite 201, Glenwood Springs, CO 81601 Ci r Phone: 970-94S-8212 / Fax: 970.384.3470 / Inspection Line: 970-384.5003 Permit No: j/... Job Parcel/Schedule No: 2 i(� J�$ 169-01466 C t ©0 '3 gi/ oC3Ffi/ t�0gq DO ! J Job Address: / / / O -0691 ft.rlell'C4 Circ/e /'cc ra - c .:�'/C 3. 1 Lot No: v Block Na: ni ASubd. /Exemption: 2 Owner:„. Owner: �{ I ldr..d 5 Ad e r Va ffey �' . G,T- d� 15-61 Wk Ph: 3 Contractor [� UI-v+Ct I lCjw€S Address: `�' 7 U VGtilty * • Ph: y 3Lie. .57_,3 ,c6--•.c-S` No. 2.66 & -ifil 4 Architect/Engineer: �0� ` Address: lP S Ph: Lie, No. 5 Sq. Ft. of Building: 7106 Sq. Ft. of Lot: Height: No. of Floors: 6 Use of Building: 7 Describe Work: A%` 'Well, �ilrtit. 8 Class of Work: ye New 7 Alteration o Remove Di Addition ❑ Move 9 10 Garage: 0 Single 0 NO Double Carport: 0 Single U Double o Driveway Permit 0 On -Site Sewage Disposal 0 Site Plan 11 Valuation of Work: $ Adjusted Valuations: S 0�7 / !rt. 1[! I 12 ial nd Sp coetions: `! ., 21. P-1.66-1- e .-64-d�'s � - p -, f - NOTICE / A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION 180 DAYS, OR, IF AUTHORIZED IS NOT COMM90 CONSTRUCTION OR WORK SESUSPE NCED DED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT 1 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 ' LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE QF CONST ION. . 'qt t f f 6 �jj Plan Check Fee: Q 76. 5c J Permit Fee: Ail/. OD otdII Re e• Ae TWITHLN S(� �f�515 4 �' Dated Permit Issued: t� OCCr au� .-13 C- Zr Const. T pe y Zoning: Setbacks: Ma u. Home: 14).,0 41, 41 i 4.7..,7-0,4„.1 ISDS No. & Fe Jki4 (j�c �5. gv GNAT J' E OF O ER DAT 1.f t 41. /-7/14:f13-- APPROVAL/DATE APPROVAL DATE AGREEMENT 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 SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN LN 30.28.201 CRS AS AMENDED. THE SIGNED FURTHER AGREES THAT IF THE ABOVE SMD 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 SAID 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 ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST. Oarfom.003 I HEREBY ACKNOWLEDGE THAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE {INITIAL): (q (O< pQ . 3L59, �o AV_ 4g36 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, anchor State Agencies where applicable. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****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 # - 6 6 (-- 9i 6 6 6 - .i...--- - Gtit 67.0r- fLet_ 6,1 Signature BpcontOct2004 Date VALUATION/FEE DETERMINATION Applicant 6)--/ LC.e_ Address Onokt Date Subdivision Gli//' Lot/Block 516 4 Contractor eta. Finished (Livable Area): Main inishLowe �, = �3 %S� Other r I L /lad , !.12& - 7/ 24. Total Square Feet Valuation Basement: Unfmished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Crawl Space: Valuation / 9" ?( f r r Valuation Decks/Patios: Covered Valuation Open Valuation 37.6 /2 Total Valuation Li, 41 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. 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. l . Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each comer of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. (NOTE Section: 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the envelope. Yes 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying for a building permit on is located on a corner lot. Special setbacl do apply. Yes 3. Does the site plan include when applicable the Iocation of the LS.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 2 4. Does the site plan indicate the location and direction of the County or private road accessing the prop rt? 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 I 6. Do the plans indicate the Location and size of ventilation openings for under floor crawl spaces aid the clearances required between wood and earth? Yes 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces 'soffits? Yes S. 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 vind loads? Yes // 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof constru ion? Yes 10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roorafters or joists or trusses? Yes 11. Does the building section drawing or other detail include the method ofpositive connection of all columns and beams? Yes }4 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 ofa flat 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 odel and Colorado Phase 11 certifications or phase 1I EPA certification? Yes No 3 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes No 15. Does the plan include a window schedule or other verification that egress/rescue windows from sleei g rooms and/or basements comply with the requirements of the IRC? Yes / No 16. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes V7 No 17. 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 spe ' safety glazing for these areas? Yes No 18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes >0 No 19. 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 20. 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 accept ithout it. Yes No 21. Will this e the only residential structure on the parcel? Yes No If no -Explain: 22. Have tw) complete sets of construction drawings been submitted with the application? Yes 23. Do you understand that the minimum dimension a home can be on a lot is 20ft.wide and 20ft. long? Yes Y2 No 4 24. Have you designed or had this plan designed while considering building and other construe ion code requirements? Yes 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 No 27. Do you understand that approval for design and/or construction changes are required prior to the applict'on of these changes? Yes No 28. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or "Septic System" fees required, at the time you pickup your buildin permit? Yes 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 7:30 a.m. to 3:30 p.m. Monday through Friday. Inspections are to be called in to 384-5003. Yes No 30. Are you aware that requesting inspections on work that is not ready or not accessible will result in $ 0.00 re -inspection fee? Yes No 31. Are you aware that you are required to call for all inspections required under the IRC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupanof the building? Yes / No 32. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for an Agent and that the party responsible for the project must comply with the IRC? Yes No 33. Axe 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 %` ' 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 at 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/Schedule Number for the lot you are applying for this permit on prior to submittal. of a building permit application? Your attention in this is appreciated. Yes �` No 36. Do you know that the local fi istrict may require you to submit plans for their review of fire safety issues? Yes 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`k Yes /c-/ I hereby acknowledge that I have read, understand and answered these questions to the best o ny ability. Signature of Ow Phone: S Z 3 Project Name: Project Address: 4.ert 5-5,5—c (days); (/u fit/ Date (evenings) cosi G i .4,5,11,,, Notes: If you have answered "No" on any of the questions, you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application 6 may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review, delay in issuance of the permit or delay in proceeding with construction. BpminreqFeb2005 PLAN REVIEW CHECKLIST Applicant 6.1z /474e a v Date 7 Building Engineered Foundation Driveway Permit Surveyed Site Plan 1L� Septic Permit and Setbacks Grade/Topography 30% 'Attach Residential Plan Review List Minimum Application Questionnaire Subdivision Plat Notes Fire Department Review ! V Valuation Determination/Fees } "7"Red Line Plans/Stamps/Sticker Attach Conditions Application Signed Plan Reviewer To Sign Application Parcel/Schedule No. 40# Snowload Letter- Manf. Hms. GENERAL NOTES: Planning/Zoning Property Line Setbacks 30ft Stream etbacks Flood Plain Building He'ght ' oning Sig -off oad Imp : ct Fees H A/D', C Approval Gra +e/Topography 40% Plan in Issues Subdi sio Notes GRACE WOMES REAL ESTATE & CONSTRUCTION, INC. OPERATING ACCOUNT 786 VALLEY COURT GRAND JUNCTION, CO 81505 (970) 523-5555 PAY TO THE ORDER OF FIRST NATIONAL BANK OF THE ROCKIES Grand Junction, CO 81505 Garfield County Building Department THREE THOUSAND FIVE HUNDRED NINETY-NINE AND 50/100 DOLLARS Garfield County Building Department 108 - 8th Street, Suite #201 Glenwood Springs CO 81601 0081 Angelica Cr n t DATE 82-154/1021 06/16/2005 17854 AMOUNT *******$3,599.50 19,94:(=, SECURITY FEATURES INCLUDED. DETAILS ON SACK. n'0 1785411. 1:10 2/0 L5481: 03 1000 240011' GRACE HOMES REAL ESTATE & CONSTRUCTION, INC. Check#: 17854 Date: 06/16/2005 Vendor#: 659 Garfield County Building Department Invoice# Job/Description 0081 AC Pln Rvw 1618 0081 Angelica Cr Balance Retain Discount 3,599.50 This Check 3,599.50 17854 1S.#-12 1-1-12 9EAR TR SS T1A /INSIDE WALL. BELOW 0 6 T illIMMEMNBwr '- T= 0' 01111=1011.11111/c o I- 0 6 d 1- I- C h 0 0 F h F r 6 0 0 LOWER EVEL /R40F H - ND FRAMED. 4 N2- GAF. Be EEN TRUSSES 1.aarie wourA, use 2XB SUB FACIA 20.8-0 �'tL 1101IitiNftI 11,1 14l? -0 NAIL TC OF JACK 21.4--CT TO WALL STUDS 2 OVERHOLT TRUSS Name: Truss GRACE transferred from HOMES u l. ]3826gh6 6PLEX Telepho Address *+�c 1.c+ei..:z--�TIW6y:icw,l,ye S(IlP I TP: Drawn XUA 1BCJ3SU1 dH 111A Yeh and Associates, Inc. Geotechnical Engineering Consultants 5700 E. Evans Avenue Denver, CO 80222 Tel.: (303) 781-9590 Fax: (303) 781-9583 0170 Mel Ray Road Glenwood Springs, CO 81601 Tel: (970) 384-1500 Fax: (970)384-1501 July 15, 2005 Project No. 25-106 Mr. Dan Penny Grace Homes, Inc. 786 Valley Court Grand Junction, CO 81505 Subject: Test Pit Observations, 10-11:1 Angelica ircle, 42-144 Angelica Circle, 14-20 Jessica Lane, 15-21 Jessica ane and 85-9 Ange ica ircle, Valley View Village, Phase 1, Garfield County, Colora . Reference: HP Geotech, "Preliminary Geotechnical Study, Proposed Roan Cliff Village Development, Parcels 2-5 and 2-6, Battlement Mesa, Garfield County, Colorado", dated September 16, 2002. Dear Mr. Penny: As requested, a representative of Yeh and Associates, Inc. observed backhoe test pits at the subject site to investigate near surface conditions in order to provide recommendations for shallow foundation design and construction. The findings of our investigation and recommendations for construction of residences on the subject lots are presented in this letter. A preliminary geotechnical report was conducted by HP Geotech in 2002, as referenced above. Yeh and Associates, Inc. work was done in accordance with our agreement for geotechnical engineering services for Grace Homes, Inc. dated November 5, 2004. Based on conversations with the client, single-family residences are planned on these lots. We anticipate the foundations will consist of a concrete mat with thickened edges. Basements are not planned for these residences. The lots are rough graded and curb and gutter is installed. Streets were not paved at the time of our investigation. Based on site observations, the lots are near construction grade and fill placement should be negligible, if necessary. We observed excavation of test pits located adjacent to the proposed townhome sites as shown on Figure 1. The soils exposed in test pits TP -2, 4 and 5 consisted of 3 to 4 feet of clay or sand fill underlain by natural clay and sand to the maximum explored depths of approximately 6 to 7 feet. Yeh and Associates observed fill placement in 2003. Soils encountered in test pits TP -1 and 3 consisted of clay and gravel, respectively, to the maximum explored depth of 5 feet. Test pit logs are presented on Figure 2. The sand and gravel classified as SC and GP -GM and clay classified as CL based on the Unified Soil Classification System. Laboratory test results are presented on Figures 3 through 9. Groundwater was not encountered in the excavations and the soils were slightly moist to moist. Based on our investigation, spread footings or a mat foundation constructed on the undisturbed natural soils can be designed for an allowable soil pressure of 1,500 psf for the above Project No. 25-106 referenced units. Soils encountered on adjacent lots near anticipated foundation level exhibited compression during laboratory testing. Increases in moisture content due to irrigation or other sources could cause hydro -collapse of the subsoils resulting in foundation settlement. Care should be taken to provide drainage away from the residences. Recommendations for surface drainage are presented in the referenced report. Loose, disturbed soils encountered at foundation level should be removed and replaced with compacted fill or the foundation should be extended to undisturbed soils. Other design and construction recommendations presented in the above referenced geotechnical report should be followed. This study was conducted in accordance with generally accepted geotechnical engineering practices in this area at the time the investigation was performed for use by the client for design and construction purposes. The recommendations submitted in this letter are based on our observations of the subsoils encountered in the test pits and laboratory test results. This study is based on the assumption that soils at other portions of the lot are similar to the conditions encountered in the pits to the depths excavated. The risk of foundation movement may be greater than indicated in this report because of possible variations in the subsurface conditions. Expansive soils may occur on this site. If expansive clays are encountered in building areas, they may need to be removed or the footings designed with a minimum dead Toad pressure to reduce foundation and slab -on -grade movements. If the conditions encountered in foundation excavations vary from what is described in this report, we should be notified to re-evaluate our recommendations. We recommend on-site observation of excavations and foundation bearing strata by a representative of the geotechnical engineer. Please call if you have any questions. YEH AND ASSOCIATES, INC. Richard D. Johnson, P.E. Senior Geotechnical Enginee Op D. J%,�te` • 1A' :c 35832 om '6°"*" OONALS 2 of 2 Not to Scale ,7) Indicates building not included in this investigation Indicates approximate test pit locations 1 Approximate Test Pit Locations Figure 1 TP -1 TP -2 TP -3 TP -4 TP -5 10 12 14 16 18 20 22 24 -M6=-437-7-%- #200= -M6o- %-#200= 71 % LL= 29 PL= 19 PI= 12 USCS: CL MC= 13 % #200= 61 % LL= 37 -Pt= /I Pl= 18 USCS: CL - 1-t r9rr #200= 88 % LL= 29 PL= 19 PI= g_ USCS: CL #- 200 49 % LL= 29 PL= 19 USCS SC 0 #200= 9.1 % LL= 36 PL= 25 USCS: USCS: GP -GM 50, CJ -MO= 18.8-%- #200= 63 % LL- 38 PL= 22 �1= 1L USCS: CL f200LL= 82% PL= 20 __Fl= 8 USCS: CL J1' - -- - 0 #200= 45 % LL= 40 PL= 22 P[= IL 2 USCS: SC MC= 9.4 % #200= 24 % J I - 35 4 PL= 20 P1= 15 USCS: SC 6 8 10 12 14 16 18 20 22 24 TEST PIT LOGS Valley View Village, Phase I Project No. 25-106 Figure 2 IYEH AND ASSOCIATES, INC. • GEOTECHNICAL ENGINEERING CONSULTANTS Project: Valley View Village Project Number: 25-106 Legend for Symbols Used on Test Pit Logs Soil Lithology sandy CLAY (CL) sandy, clay FILL sandy CLAY with gravel clayey, sand FILL Lab Test Abbreviations MC -Moisture Content #200 -Percent Passing #200 Sieve LL -Liquid Limit PL -Plastic Limit PI -Plastic Index USCS-USCS Classification rer41 clayey SAND (SC) 111 silty GRAVEL with sand (GP -GM) Percent Passing 100 Sieve Analysis Hydrometer Analysis Sieve Opening in Inches U.S. Standard Sieves Size of Particles in mm 12" 1" 3/4" 1/2" 318" 4 8 10 16 30 40 50 100 200 90 .. 80 .- -I ; 1 - ' 1 70 .+I a 4-I i -a i i — i 1 i ,.+-.j .7r -L - __ _L 4 I1. i4 t }- - VP - H i 1 4 30 20.__ 10—'r 0 1000 J t 1 + t-. r 100 10 L_ 111111111111 Particle Size (mm) 0 1 0.01 Sieve Size Passing 3" - 2 1/2" - 2" - 1 1/2" - 1" - 3/!. _ % - #4 99 #10 98 #40 91 #200 71 Gravel (%) 1 LL 29 Project Name: Valley View Village Sand (%) 28 PL 19 Sample ID: TP -1 lA Yeh & Associates, Inc. Geotechnical Engineering Consultants Fines (%) 71 PI 10 Sample Depth (ft.): 0-2 SIEVE ANALYSIS Sample Description: sandy CLAY (CL) Drawn By: RDJ Checked By: RDJ Project No.: 25-106 Figure No.: 3 Revised 04/27/2004 • Percent Passing 100 90 80 12" 1" 314" 112' 318" 4 8 10 16 30 40 50 100 200 +t; i 1 :.. 40 30 20 10 0 _ 1000 1 L - - r 100 10 1 0 1 0.01 Particle Size (mm) Sieve Size Sieve Analysis 3" Hydrometer Analysis Sieve Opening in Inches - U.S. Standard Sieves Size of Particles in mm 12" 1" 314" 112' 318" 4 8 10 16 30 40 50 100 200 +t; i 1 :.. 40 30 20 10 0 _ 1000 1 L - - r 100 10 1 0 1 0.01 Particle Size (mm) Sieve Size Passing 3" - 2 1/2" - 2s1 - 1 /2" - 1" - 3�4 „ - 1/2a 97 %" 96 #4 94 #10 91 #40 80 #200 61 Gravel (%) 6 LL 37 Project Name: Valley View Village Sand (%) j 33 PL 19 Sample ID: TP -1 ri Yeh & Associates, Inc. Geotechnical Engineering Consultants Fines (%) 61 P1 18 Sample Depth (ft.): 2-5 SIEVE ANALYSIS Sample Description: sandy CLAY (CL) Drawn By: RDJ Checked By: RDJ Project No.: 25-106 Figure No.: 4 Revised 04/27/2004 Percent Passing 100 Sieve Analysis Hydrometer Analysis Sieve Opening in Inches U.S. Standard Sieves Size of Particles in mm 12., 6" 3" 2" 1" 314" 112" 3/6" tF {�e0 1. '• �L J. .▪ I -I- �.- 1 t .. ";- -I-... 1- _ + J r__ .r — .�_-.�.__L—-_L_I__ J r- - '_i 1- 4 8 10 16 30 40 50 100 200 70--- 60 50 40 I *iH •1 30 F' 20 ----L..; _ 4 , 1t f r 1000 I L_�L I - .4_... _ - 4. 1 ■ 100 10 1 0 1 0.01 Particle Size (mm) Sieve Size % Passing 3" - 21/2.r - 2" - 112" - 1" - 3/ . - 1" - %' - #4 100 #10 100 #40 97 #200 88 Gravel (%) 0 LL I 29 Project Name: Valley View Village Sand (%) 12 PL 19 Sample ID: TP -2 IrAYeh & Associates, Inc. Geotechnical Engineering Consultants Fines (%) I 88 PI 10 Sample Depth (ft.): 2-5 SIEVE ANALYSIS Sample Description: silty CLAY (CL) Drawn By: RDJ Checked By: RDJ Project No.: 25-106 Figure No.: 4 Revised 04/27/2004 Percent Passing 100 90 80 70 60 50 40 30 20 10 0 1000 Sieve Analysis Hydrometer Analysis Sieve Opening in Inches U.S. Standard Sieves Size of Particles in mm 12" 6" 1., 314" 1 f2 3/8„ 4 8 10 16 30 40 50 100 200 100 10 Particle Size (mm) 01 0.01 Sieve Size % Passing 3" - 2 1/2" - 2" - 1 �/211 1" - 3/ r. - 1/" 64 3/a" 64 #4 64 #10 64 #40 61 #200 49 . r . 1_._, - .. _. • • • • •- i i_, s I I i -- - I -- --i-. - ---- • . I- 1 :. ..� I._ _ i .-� . 'I r . I L _ — — — — __ rt_ Ili I- 1.1 1 t I� 4 1 s 1 , t 7 I- +.11 .li -i+-ri 1- — L- 100 10 Particle Size (mm) 01 0.01 Sieve Size % Passing 3" - 2 1/2" - 2" - 1 �/211 1" - 3/ r. - 1/" 64 3/a" 64 #4 64 #10 64 #40 61 #200 49 Gravel (%) I 36 LL 29 Project Name: Valley View Village Sand(%) 16 PL 19 Sample ID: TP -2 Yeh & Associates, Inc. Geotechnical Engineering Consultants Fines (%) 49 PI 10 Sample Depth (ft): 4-7 SIEVE ANALYSIS Sample Description: clayey SAND (SC) with gravel Drawn By: RDJ Checked By: RDJ Project No.: 25-106 Figure No.: 5 Revised 04/27/2004 Percent Passing 100 90 80 70 12" 6" 1., 314" 112" Wir 4 8 10 16 30 40 50 100 200 -t- I. 50 40 30 20 10 0, 1000 100 , 1• INN NMI 10 Particle Size (mm) 0 1 0.01 Sieve Size Sieve Analysis 3" Hydrometer Analysis Sieve Opening in Inches 45 U.S. Standard Sieves Size of Particles in mm 12" 6" 1., 314" 112" Wir 4 8 10 16 30 40 50 100 200 -t- I. 50 40 30 20 10 0, 1000 100 , 1• INN NMI 10 Particle Size (mm) 0 1 0.01 Sieve Size Passing 3" - 21/2' 45 2" - 1 1�2" - 1" 40 3/ ., 34 1/2., 32 3/$„ 31 #4 30 #10 27 #40 21 #200 9 Gravel (%) 70 LL 36 Project Name: Valley View Village Sand (%) 21 PL i 25 Sample ID: TP -3 TrA Yeh & Associates, Inc. Geotechnical Engineering Consultants Fines (%) 9 PI 11 Sample Depth (ft.): 0-5 SIEVE ANALYSIS Sample Description: silty GRAVEL with clay (GP -GM) Drawn By: RDJ Checked By: RDJ Project No.: 25-106 Figure No.: 6 Revised 04/27/2004 Percent Passing 100 12" 6" 1.. 314" 1/2" 318„ 4 8 10 16 30 40 50 90 A 80 -T.-1 , 70 -a i! • 60' - 50 — - • 40 rt--; 30 • .._-1--r 4 20 10 0 I •L ' ri i• 100 200 4 !i r I , + I 171 t r 1 -L 1000 100 10 Particle Size (mm) 01 0.01 Sieve Size Sieve Analysis 3" Hydrometer Analysis Sieve Opening in Inches - U.S. Standard Sieves Size of Particles in mm 12" 6" 1.. 314" 1/2" 318„ 4 8 10 16 30 40 50 90 A 80 -T.-1 , 70 -a i! • 60' - 50 — - • 40 rt--; 30 • .._-1--r 4 20 10 0 I •L ' ri i• 100 200 4 !i r I , + I 171 t r 1 -L 1000 100 10 Particle Size (mm) 01 0.01 Sieve Size % Passing 3" - 2 % - 2" - 1/2" - 1" - 3� " - 1/2„ - % _ #4 100 #10 99 #40 95 #200 82 Gravel (%) 0 Sand (%) 18 Fines (%) 82 Sample Description: LL 28 Project Name: Valley View Village PL 20 Sample 1D: TP -4 IrA Yeh & Associates, Inc. Geotechnical Engineering Consultants PI 8 Sample Depth (ft.): 4-6 sandy CLAY (CL) SIEVE ANALYSIS brawn By: RDJ Project No.: Checked By: RDJ Figure Na.: 25-106 7 Revised 04/27/2004 Percent Passing 100 90 12" 3" 2'1" 3/4' 112„ 318" 4 8 10 16 30 40 50 100 200 1 1 1 • 80 70 60 50 40 30 20 10 0 1000 100 !. I ,j + - �1- L t 9 t •---t I- 1f I 7 1- r H L 4 41 i ..,• it 11_x.. 10 4- Particle Size (mm) 0 1 0.01 Sieve Size Sieve Analysis 3" Hydrometer Analysis Sieve Opening in Inches - U.S. Standard Sieves Size of Particles in mm 12" 3" 2'1" 3/4' 112„ 318" 4 8 10 16 30 40 50 100 200 1 1 1 • 80 70 60 50 40 30 20 10 0 1000 100 !. I ,j + - �1- L t 9 t •---t I- 1f I 7 1- r H L 4 41 i ..,• it 11_x.. 10 4- Particle Size (mm) 0 1 0.01 Sieve Size Passing 3" - 2 1%z" - 2" 72 1 1/2" - 1" - 3/4. _ 1/2. - #4 69 #10 67 #40 57 #200 45 Gravel (%) 31 LL 40 Project Name: Valley View Village Sand (%) 24 PL 22 Sample ID: TP -5 lA Yeh & Associates, Inc. Geotechnical Engineering Consultants Fines (%) 45 PI 18 Sample Depth (ft.): 0-3 Sample Description: clayey SAND with grave (SC) SIEVE ANALYSIS brawn By: RDJ Checked By: RDJ Project No.: 25-106 Figure No.: 8 Revised 04/27/2004 Percent Passing 100 • 12" 6" 1" 314" 112" 318" 4 8 10 16 30 40 50 100 200 80 70 --i-r-1 -1 60 50 40 -- .. 30 20 r - F 10 0 1000 H47 7 • . t ; ; -. 4 4- .._ _ _.. -. - 1 i -. --- 1--. .I: 4 Y I 41 -- -- -F-- ' - + E T -11. + 4 t I— ; 14 F . m[ ---i _, F F 4 . .. .. 41 L_r_�.41 -t 1 L 100 10 Particle Size (mm) 01 0.01 Sieve Size Sieve Analysis 341 Hydrometer Analysis Sieve Opening in Inches - U.S. Standard Sieves Size of Particles in mm 12" 6" 1" 314" 112" 318" 4 8 10 16 30 40 50 100 200 80 70 --i-r-1 -1 60 50 40 -- .. 30 20 r - F 10 0 1000 H47 7 • . t ; ; -. 4 4- .._ _ _.. -. - 1 i -. --- 1--. .I: 4 Y I 41 -- -- -F-- ' - + E T -11. + 4 t I— ; 14 F . m[ ---i _, F F 4 . .. .. 41 L_r_�.41 -t 1 L 100 10 Particle Size (mm) 01 0.01 Sieve Size Passing 341 - 21/211 - 211 55 1 1/2" 44 1" - 3/ 4. - 1/2„ 44 %' 43 #4 43 #10 41 #40 33 #200 24 Gravel (%) i 57 LL 35 Project Name: Valley View Village Sand(%) i 19 PL 20 Sample ID: TP -5 l� Yeh & Associates, Inc. Geotechnical Engineering Consultants Pines (%) 24 PI 15 Sample Depth (ft): 3-6 SIEVE ANALYSIS Sample Description: clayey SAND with grave (SC) Drawn By: RDJ Checked By: RDJ Project No.: 25-106 Figure No.: 9 Revised 04/27/2004 YEH & ASSOCIATES, INC Project No: 25-106 Summary of Laboratory Test Results Project Name: Valley View Village, Phase 1 Sample Location MoistureSwell Content (%) Dry Density (pcf) Grain Size Analysis Atterberg Limits pH Water Soluble Sulfate /o % (+) / Consoli- Conseil - dation (-) Unconf. Comp. Strength th (psfl R VALUE CLASSIFICATION Test Pit Depth (ft) Sample Type Gravel #4 0 (%) Sand (/a) Fines < #200 (%) LL PL PI AASHTO USCS TP -1 0 - 2 Bulk 13.7 1 28 71 29 19 10 A-4(5) CL 2 - 5 Bulk 13.0 6 33 61 37 19 18 A-6(9) CL TP -2 0 - 4 Bulk 14.5 0 12 88 29 19 10 A-4(8) CL 4 - 7 Bulk 11.2 36 16 49 29 19 10 A-4(2) SC TP -3 0 - 5 Bulk 8.4 70 20 9 36 25 11 A-2-6 GP -GM TP -4 0 -4 Bulk 18.8 3 34 63 38 22 16 A-6(8) CL 4 - 6 Bulk 15.0 0 18 82 28 20 8 A-4(5) CL TP -5 0 - 3 Bulk 11.5 31 23 45 40 22 18 A-6(5) SC 3 - 6 Bulk 9.4 57 19 24 35 20 15 A-2-6 SC Rev 2 - 8/02 Page 1 of 1 .013/04/2003 21:36 9702438407 SUNDANCE BATTLEMENT MESA SERVICE ASSOCIATION. ARCM. ECI'URAL COMMITTEE APPLICATION & CHECKLIST (for New Mine Construction projects) Hornet-iv/nen � ,f .W Home Mailing Address:- . HomePhone: Work Phone (ifdesired): CA -1, 4$3,7 orra, o S ProjectAddress: 0$9. o Noss •eACieele Lot: Li(v Block: Subdivision: ProductionHomePlan Name (ifapplicable): PAGE 03 9- &665 Homebuddex:WAD: .44 Business Mailing Address: 1 q( BusinessPhone: SubnaittalDate: Fax desired): 4 Estimated Start Date: ��l Estimated CompletionDate: SUBMITTAL REQU1 EMENTS: Two Copies each of items 1, 2 & 4 need to be submitted. (Check -off items attached to the Application. Fill in spaces as indicated.) V 1, Site Plan Drawing (1" = 10' or 1" = 20' scale) with the ,following information shown: Lot, Block & Subdivision name. i% Street Address of Project. t� Building Setback Lines (also fill-in the shortest distance between property line to the exterior wall closest to that property line). Please be aware that all Building Setback Lines are taken from your Property Line Pins!! Your Property Line is NOT the Curb Line!! Front Setback: Left Side Setback: Right Side Setback: Rear Setback: Utility Easements. ✓ 55' Clear Site -Line at Intersection Corner Lots. Site Grading Elevations & Drainage. Garage Fust (main) Floor Height in relation to top of street curb at front -center of lot. Driveways (including width of driveway), Walkways, Patios, etc. Outbuildings. Page 2 of 6 14;relly CJQI CP -1/ LCJC13 Ll; 3b "J(UL4.1t34klif SUNDANCE PAGE 04 2. Architectural Drawings (1/4" = 1' or 1I8" P scale) with the following information shown. Floor Plan(s) with overall dimensions (fill-in the following square foot areas). First Floor Finished Living Arca: Second Floor Finished Living Area: Lower Floor Finished Living Area: Total Fined Living Area: Total Unfinished Living Area: Garage Area: g square feet 9819 square feet square feet �a 45$` square feet - square feet . Li square feet Building Elevations Pans 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 Roe or building stn-uctu al projection feet above top of street curb at front -center of your lot. Engineered (stamped) Foundation Plan. Outbuildings indicating dimensions, elevations and overall height to ridge line. 3. Exterior Materials (fill-in the selections below): Ro o fiug Matetial: Q a Color:. Primary Siding Material: . �' JAG► -Yr Accent Siding Material: al&J m , Trim Material: .he- _ Masonry Material: Color: a ",(f, Color:, Color: Color: ]Upi- Stucco Materials: i) A Color: k) I A Front DoorMaterial: , Color: Garage Door Mater al: 3:Ced, Color: (£.Y,..M, COLOR SAMPLE COLOR SAMPLE COLOR SAMPLE COLOR SAMPLE Page 3 of 6 COLOR SAMPLE COLOR SAMPLE .+• •r—re 4-3.. • .1 � r VLYJCJYU ! IJNtJANC.:t PAGE 05 4. Landscape/Irrigation Plans with the following information: __ Planting ?Ian (indicate areas of irrigated lawn, tree placement, shrub beds, ground cover, etc). Plant Material listing by species of trees, sinubs and grasses. Groundcover Material with weed control barrier. cf Fences. Other Landscape Improvements (decics, site lighting, flag poles, etc). 5. Variance Request (if applicable) Give details below: 6. Residential Co»stxtiction Monetary Deposit: UWe 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 IfWe 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 fell mouth in excess of the allotted completion time firame- X/We hereby acknowledge that Home Construction or Improvement Projects or Landscape Construction features which are built in non-conformance with this full application, including the Conditions of Approval noted on Page 6 of 6 herein, IIWe will be cited by the BMSA/AC 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 witlti» 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/We will be served Notice of a Hearing before the BMSA Board of Directors, and if IIWe are found in violation of these Non -Conforming Items at the Blearing I/We will be lined a minimum of $500.00 per Nora -,Conforming item. Notwithstanding the foregoing, l/We acknowledge that the BMSA Board of Directors and/or Architectural Committee may pursue any legal remedy available in the event of a non-compliance. Page 4 of 6 4108/U4/28W 21:313 J /x 243840 7 aINDANCE AS PER. TRE ARCHITECTURAL STANDARDS,PLEASE INDICATE THE FOLLOWING POINTS ON THE PLOT PLAN AND BELOW: ELEVATIONS AT EACH CORNER OF THE LOT, LOCATION. . :1 . 2. 3. 4. 5. 6. --THE HIGH POINT OF THE LOT. 7. --THE LOW POINT OF THE LOT. • 8: HEIGHT OF GARAGE FLOOR. 9. --HEIGHT OF HOUSE MAIN FLOOR. 10. -HEIGHT OF ROOF ABOVE FOUNDATION. ( --- 35 FEET ) 1 I. --HEIGHT OF ROOF ABOVE CENTER • OF THE MID CURB. . ( --- 29 FEET ) ELB _ATTO ,_(FEET PAGE 96 12. --DRAINAGE FLOW LINES. -- ON THE PLOT PLAN. I3. --ROOF PITCHES._ ----1 �?_ • 3,--,-------- 4,------_----- 15.--SWARE FEET OF LIVING SPACE. 08/64/2003 21:36 9702438407 SUNDANSE PAGE 07 Failure to pay 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. I/We understand that Architectural Committee approval does not constitute approval of the 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. I/We further acknowledge that any subsequent field changes which I/We may desire to the Home Construction orlmprovement 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 1/We 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): Owner's Printed Names: Builder's Signature: gei9e 0/1/.1 lerc) - Date: -AA 5 Date: Bullders Printed Name: ��, : Date: „PA", Pagc 5 of 6 4. 08/04/2003 21:36 9702438407 SUNDANCE This portion of the Application Form is to be completed by the Architectural Committee (not the Applicant). CONDITIONS OF APPROVAL VA.L or DISAPPROVAL PAGE 08 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 ofunderground 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 budding and site improvements construction for any Project shall be completed and shall have issued a Certificate of Occupancy from the Garfield County Building Department no later than one41) year after the issuance date of thisAxchitec uralCo mittee AtOproval. 3. The complete landscaping and revegetation ofthe improved Lot, to specifically include the front. side and rear yard areas, Rim 11 be completed no later than six (6) months from the date of the Certificate of Occupancy. 4_ . If the selection of color and for landscaping plans Fue not included with this application they must be submitted for approval before any action is taken to install the missing items. 5. 6. 7. X7P/A/6 Application A proval {Ini By: _ Application App By Chairman: ed for •0• Architectural Cottee Members): struction su he above conditions: ApplicatioyD niied (snit' ofA,rchit cal Committee embers): By: Application Denied for .> on ) .: d above: By Chairman: Date: -4, �S! Page 6 of 6 Date: - �. 08/04/2003 21:36 9702438407 SUNDANCE PAGE 02 BATTLEMENT MESA SERVICE ASSOCIATION ARCIIn'EC'TURAL COMMITTEE APPLICATION SUBMITTAL FORM (For New Home Construction) INSTRUCTIONS: This Application & Checklist is to be used for all project submittals to the Battlement Mesa Service Association Architects ral Committee (BMSA/AC). This form is intended to assist in ensuring that the application submittal is complete. This will help provide a quicker, more thorough review process. It is recommended that each Applicant thoroughly review the requirements of the current Architectural Standards, the Amended and Restated Declaration of Covenants (including Resolutions) and the recorded Final Plat for their respective neighborhood prior to preparing a submittal Applicants preparing a submittal should compare the information they are about to submit with the requirements of thin form and "check oft" each required item on the form. Ifany item is not checked, the Application submittal is not complete and should not be submitted. Incomplete Applications will not be processed and will be retuned to the Applicant. In addition to the checklist, Applicants should fill in all ofthe places on the Application Form where information. is requested. The Architectural Committee will use this information in evaluating your Application. Xfiuformatiou is requested but is not applicable to your specific project submittal, write "NIA" in the space provided. If some required information is yet to be determined (such as exterior paint colors you may not have yet selected) write "TBD" in the appropriated space provided. You will then be required to make a hollow --up submittal with these selections at a later date but before installation in the home. DO NOT fill in any information in the "Conditions for Approval" section of this fort. This portion ofthe form is for Architectural Committee use only. When an Application is complete, please Mail or deliver it to the following. address: Battlement Mesa Service Association Architectural Committee Application 73-0 Sipprelle Driv, P.O. Box 6006 ' Battlement Mesa, Colorado 81636 The Architectural Committee meets twice monthly on the 1" and 3i° Wednesday, and Applications are due one week prior to the Scheduled Meeting Dates for prior review by Committee members. Please contact Jane Chapman at (970) 285-9740 to confirm the next scheduled meeting date or to request further luformatiou_ We thank you in advance for your cooperation and ii complying with the Architectural Standards of the Battlement Mesa Service Association. Page 1 of 6 L6 -D08.1. I # 01 l s sib; d j 1 if m1111WWW,Juu i'Ii II 11 11 1 ID ,I. I 1! J J • �>♦�r J X00 Awa461 11,211.12/0/.11,11,1.11. :.iw ooarAvm 1.-”..11.72,12110.n,nw... '3N1 `eN12W33Ni9N3 A21.1,NfiO3 HO1H _ NV -id Ails aiati to. Y.of5 NV 6800 V ASYIsd• 3'JYt"IIA /AMA A -riVA 0001O103'Au AO7Ol314SVS '70 W Mft4r4 nn[Yorarani 0 1 0 a. Mar, 15, 2O) 1:2�PM::.:.:,;.;. .GRACwyVMAWREAL V rATE;+-CONSTRUCV• eC85$5, I]0 )06020 nv9109# ' Jab10e5cr1p; :r 81 AC: 'i/s'taf . ,1618:,00$1p;ngelica'�Gf nom i1vii OOLOkABoREST BEAM= PAOCXT! (PV) 24841168 Part # Description Water Tap Fees Sewer Tap Fees Unit Quantity Price 6.00 3,000.00 6.00 2,000.00 \i{o-ka.unaklbar1()).�o PNINTEO 111 U.S.A. Amount 18,000.00 12,000.00 Subtotal 30,000.00 Sales Tax Total Order 30,000.00 Terms: All changes to quantity, specification or price must be approved in writing. All materials/services must be delivered to job site unless otherwise instructed in writing. Failure to deliver materials or services in a timely fashion will release contractor from any obligation to purchase implied by this order. IMPORTANT: Our order number and job number must appear on all invoices, packages, etc. Please notify us immediately if you are unable to ship the complete order by the date specified above. calved by: Date: Company Representative Lower Volley Engineering end Conwulein , Irto. 02) Sliver Plume Drivs Pruiia, Calorxdo Ups Ph. (Via) ese.zooa Faqir/0 S;ezoog David Mead Garfield County Building Department Fax: 970-384-3470 1-3.05 RE: Grace Homes Valley View Battlement Mesa, 6 Plex at 0081 Angelica Circle. Building Department: I have been retained by Grace Homes to provide engineering services for the above referenced project. I have supervised inspection of the foundations and walls prior to concrete placement to ensure conformance with the drawings that I prepared and were submitted for perrnit. The foundations are structurally adequate to satisfy the building codes currently adopted by Garfield County. Please contact me if there are any questions concerning this project. Signed, Darren R. Adams, P. E. E 'd 5026 or W,d 6: < COUNTY OF GARFIELD - BUILDING PERMIT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at CO $�!""`"""s' Permit No. 96-0( - Ga I have this day inspected thi, structure and these premises and found the following corrections needed: t)/ -f -L 2,4e4 ,e-A€4,4n, 4A- Ao,7)-( A.po-/- 1‘070 AeeA nh(f,.3) e,v/ye_,Q 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 _ le -.Q 20 Building Inspector Phone (970) 945-8212 r 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 lssuedi `"1. a4..Zoued Area Permit No...........Y.4Pins AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all taws 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 One_ LA. - CAP Ccs Ieg tflAj Addresso Legal Description caws tJ 1r«e r ak Owner rata.e. HOmtS Contractor OLAili1 er Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible Froin The Street Until Final Inspection. INSPECTION RECORD Footing ,p/.__c Driveway Foundation Underground Plumbing 112 - 7 ,D5 -pr,.% Insulation /7- /_ D 4 /owl Rough Plumbing 74_,OL AA Drywall 11- pi„ vb yl/ Chimney & Vent -_ jj_bkio Electric Final (by State Inspector) %Wi Gas Piping ,7_, 11_196 V ` Final 3 - 2, 2, -00 �_ Electric Rough (By State Inspector)'''= ' Septic Final Framing /0-.2-- - (To include Roof in place and Windows and Doors installed). Notes: viimomin ‘1 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 8tlt Street Glenwood Springs, Colorado APPROVEDDO NOT DESTROY THIS CARD Date , '.By 7 IF PLACED OUTSIDE - COVER WITH CLEAR PLASTIC Date Issued Connect Permit 8/12/05 , 20 Permit # c02-5124 �`�Sa 'tlernen Mesa Me ro op Ii ai n Di iF Consoii�i c1 Me opvli Di ri Issued to: Grace Hama ❑ Home Owner Contractor Address: 786 Valley Court, Grand Junction CO 81505 Type of Connection: WATER IA SEWER ❑ OTHER.,...._, - Describe Other: y Service Address; 63 Angelica eirc1gt Parachute INITIAL INSPECTION Date Description: By Amount nftA 50.00 ADDITIONAL INSPECTIONS IF REQUIRED: $ 30.00 per inspection .)�" �p .71.1 5$C, i' � IYI V%Y 6 n d Fpr:i' ( r e c )0 pN1 1- . a.. ,,.N,. Y} �� ' `.G (: �� %'.[ �`l�'. s� Pasc ti- c 0 FINAL INSPECTION AND CONNECT APPROVED THIS DATE: h Pt, Int. 6rel Total Inspection Fees Due, net 30 days: $ Remit Payment to the District Indicated: ❑—B lemen Mesa Metopolira Dia ne j`Cossoli�de repo it DisTri Address: P.O. Box 6116, Battlement Mesa, CO 81636 Customer Signature 6 'd 5066 '°N Date 10, co___ Wd9Z l L006 l ''W