Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Application-Permit
Project Address Garfield County Building & Planning Department 108 8th Street Suite 401 Glenwood Springs, 00 81601 - Phone: (970)945-8212 Fax: (970)384-3470 Parcel No. Issue Date: 91312010 Expires: 03/02/2011 Subdivision Section Township Range 0156 Cliffrose WAY Carbondale, CO Owner Information 239308205038 Address PINYON MESA PUD, FLG 1 Phone Cell Ryan & Megan Pratt 20 Marron PL Carbondale CO 81623 970-319-6439 Contractor(s) Phone Primary Contractor Kopper Creek (970)249-1148 Yes Proposed Construction i Details Single family manufactured family dwelling with covered patios and attached agarage FEES DUE mount,' Manufactured Building Fee $0.00 Plan Check Fee $614.09 Residential Building Fee $944.75 Road Impact Fee $933.07 Single - Manufactured Home ; $400.00 Total: $2,891.91 Valuation: Total Sq Feet: $ 92,1 64.48 2674 FEES PAID InvTotal!. mt Patd Amt',Due Inv # BLRE-8-10-20479 $ 2,891.91 Check # 5090 Check # 4913 $339.66 $2,552.25 $ 0.00 Required Inspections: For Inspections call : 1(888)868-5306 Inspection IVR See Permit Record Building Department Copy Friday, September 3, 2010 2 GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8th Street, Suite 401, Glenwood Springs, Co 81601 Phone: 970-9454212 / Fax: 970-384-3470/ Inspection Line: 888-868-5306 www.garfield-county.com 13-6 1 Parcel No: (this information is available at the assessors office 970-945-9134) 2513 0S2 05 0'9) 2 Job Address: (if an address has not been assigned, 115%4, CA\A/eb please provide Cr, Hwy or Street Name & City) or and legal description e �,{A te I Cc trbosAA ALAR C b No: ( Subd./ Exemption: 3 Lot No: ss Block 4 Owner: (property owner) y,. t�.k PC A'[ Mailing Address: 16 t Ph: q 41110)31'1' to4.3 1 Alt Ph; 5 Contractor:`�a ko or Gs,e�elg.. Mailing Address:NCis�Y► trtraZ fc$0 IA. T6W 44 o 0 Mailing Address: Me 0043 tpI-42e t RA cur canna co Pat Sq. Ft. or Acres of Lot: tC 113 ti Si- (5,a12gi,-1G ) Ph: Height: � Z► Alt Pb: cell 0 ze51 •'VZ01 Alt Ph: No. of Floors: ant 6 Architect / Engineer: IM`V t CAAA ‘. 7 Sq. Ft. of Building: 2(4114 8 Use of Building: •5 �S.G4e ‘•My l� 9 Describe Work: pR+ t, it. Marro/ iov•it Aru/,1udp ev.err C'laAwl5DA(e wlAtIAc.\4 2Com' Q�`M* t Class of Work: )(New o Alteration limAmAkt.:4410 # ¢e 'ua ate ` p AboA e »Si 4e o Addition CeuS`�v,r c�1 P.1441,7 "O lGd!" Septic: N.i4 44j 5}4..v o ISDS Sconununity 11 Garage: z4lzA 641%, I ) Attached o Detached 12 Driveway Permit: vyiOwners valuation of Work: $ V C� Ac, Authority. This application for a Building Permit must be signed by letter of authority, signed by the Owner, must be provided A Building Permit cannot he issued without proof of legal NOTICE the Owner of the property, described above, or an authorized agent. If the signature below is not that of tbe Owner, a separate with this Application. and adequate access to the property for purposes of inspections by the Building Department. Electrical Permit, (2) County ISDS Permit, (3) another permit required for use on the property identified above, e.g. State or Discharge Permit authorized is not commenced within 180 days of the date of issuance and if work is suspended or abandoned for a period of 180 CERTIFICATION contained above is true and correct, 1 understand that the Building Department accepts the Application, along with the plans based upon my certification as to accuracy. a Building Permit will be issued granting permission to me, as Owner, to construct the structure(s) and facilities detailed on and my agents will comply with provisions of any federal, state or local law regulating the work and the Garfield County Building Regulation(s)). I acknowledge that the Building Permit may be suspended or revoked, upon notice from the County, if the location, are not in compliance with County Regulation(s) or any other applicable law. described above, to inspect the work. 1 further acknowledge that the issuance of the Building Permit does not prevent the limy, discovered after issuance; or (2) stopping construction or use of the structure(s) or facility(ies) if such is irk violation the work by the Building Department do not constitute an acceptance of responsibility or liability by the County of errors, omissions compliance with federal, state and local laws and County Regulations rest with me and my authorized agents, including without THE NOTICE & CERTIFICATION ABOVE: (7 Z L \ee A e 'IVAA\k . C,? M Legal Aceess. Other Permits. Multiple separate permits may be required: (I) State County Highway/ Road Access or a State Wastewater Void Permit A Building Permit becomes null and void if the work days after commencement 1 hereby certify that 1 have read this Application and that the information and specifications and other data submitted by me or on my behalf (submittals), Assuming completeness oftbe submittals and approval of this Application, the submittals reviewed by the Building Department. In consideration of the issuance of the Building Permit,1 agree that 1 Code, ISDS regulations and applicable land use regulations (County construction or use of the structure(s) and facility(ies), described above, • 1 hereby grant permission to the Building Department to enter the property, Building Official from: (1) requiring the correction of errors in the submittals, of County Regulation(s) or any other applicable law. Review of this Application, including submittals, and inspections of or discrepancies. As the Owner, I acknowledge that responsibility for limitation my architect designer, engineer and/ or builder. 1 HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND MINERS SIGNATURE 1 �`\..11\ MINERS1\ DATE 9',l 0'13ii 1") --- [0 STAFF USE ONLY Cig. Li 413 ,t a53 a 5 Special Conditions: V ►b lin PCLOCFa4 Adjusted Valuation: 9 , 1 6 g Plan Check �_, Fee: H q Permit Fee: ! e1- Manu bonneFee: 4o©. CO Misc Fees: 33 a ISDS Fee: - ---- Total Fees: 9 I.C1 ' Fees Paid: 339a6 6 Balance Due: 55.5 BP No & Issue Date: ISDS No & Issued Date: -lac r ititi Setbacks: OCC Group:Cons# Type: PUtnin BLDG DEPT: _ j . c�G i ~J 87,Z112)A,'�%/d PLNG DEP : APPROVAL DATE APPROVAL DATE // 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 and posted at the structure and where readily visible from access road. 3) A finished roof; a lockable building; completed exterior siding; exterior doors and windows installed; a complete kitchen with cabinets, sink with hot & cold running water, non-absorbent kitchen floor covering, 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, hot and cold running water, non-absorbent floors, walls finished, and privacy door. 5) Steps over three (3) risers, outside or inside must be must have handrails. Balconies and decks over 30" high must be constructed to all IBC and IRC requirements including guardrails. 6) Outside grading completed so that water slopes away from the building; 7) Exceptions to the outside steps, decks, grading may be made upon the demonstration of extenuating circumstances., i.e. weather. Under such circumstances A Certificate of Occupancy may be issued conditionally. 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. A CERTIFICATE OF OCCUPANCY (C.O.) WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. A C.O. MAY TAKE IJP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. OWNER CANNOT OCCUPY OR USE DWELLING UNTIL A 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 C.O. for the building identified in the Building Permit. Ito OWNERS SIGNATURE DA I'E Bapplicatiiandecember2007 Building Plan Review Description of Work. new sf mh over crawl ma attached garagetunfin bonus rrn Bin #: Location Address: 0156 Cliffrose WAY Carbondale, CO General Information Contacts Case Manager: David Bartholomew Plan Case Number: BLDG -8-10-6565 Parcel: 239308205038 Application Date: 08/25/2010 Owner: Ryan & Megan Pratt Applicant: Ryan & Megan Pratt Applicant Phone: 970-319-6439 Email; Building Engineered Foundation Driveway Permit 1/ Surveyed Site Plan Septic Permit and Setbacks Grade/Topography 30% Attach Residential Plan Review List / Minimum Application Questionnare Subdivision PIat Notes Nth Fire Department Review Valuation Determination/Fees Red Line Plans/Stamps/Sticker / Attach Conditions Application Signed Plan Reviewer To Sign Application / Parcel/Schedule No. 40# Snowload Letter - Manu. Homes Soils Report Planning/Zoning Property Line Setbacks 30ft Stream Setbacks Flood Plain Ruilding height Toning Sign -off Road Impact Fees HOAIDRC Approval Gradefl'opography 40% Planning Issues Subdivision Plat General Comments: V4 ,ti' 92,/6 q 4 I / /76(iew),/ 69 , 5y Awe, Ipe q57 75— A'llapet 95 ,a7 7f41 29-36, % ,4•41 �f %a1 ! • VALUATION FEE DETERMINATION Applicant Ryan & Megan Pratt Subdivision Pinyon Mesa Address 0156 Cliffrose Way Carbondale Lot/Block Lot 38, Phase 1 Date 8/27/2010 Contractor Kopper Creek Finished (Livable Area): Main 160 sq.ft Upper 576 sq.ft Lower sq.ft Other sq.ftX $74.68 Total Square Feet 736 sq.it Valuation Basement: Unfinished Conversion of Unfinished to Finished Total Valuation Garage/Storage (wood framed) Carport: Total Valuation Crawl Space Total Valuation sq.ft X $41.00 sq.ft X $33.68 576 sq.ft X $18.00 salt X $12.00 2664 sq.ft X $9.00 Decks/ Patios/Porches Covered 119 sail X $24.00 Open sq.ft X $12.00 Total Valuation Type of Construction: Occupancy: Valuation Commercial sf X sf X sf X sf X sf X sf X 54,964.48 0.00 10,368.00 23,976.00 2,856.00 0.00 Total Valuation 92,164.48 Applicant: Job Address: Subd- Lot/block: FEE ESTIMATE FOR MANUFACTURED HOMES (ALL FEES ARE ESTIMATES UNTIL FINAL PLANS ARE REVIEWED) R\ ASA PrAT1 (t 51© C 1 i 4'4(13 44e \NIA 1 ' ,A ,tV1e S L �► Asp UNFINISHED BASEMENT: \$ 1 A sf X 41.00= CRAWL SPACE: 2 61 Lk sf X 9.00= 214 (� co [ � GARAGE: 1„P sf X18.00= 1b 30 UNCOVERED PATIO/DECK: sf X 12.00= COVERED PATIO/DECK: 11 sf X 24.00= 2 S V MISC: MISC: TOTAL VALUATION: 3"I 2.1 THIS SECTION WILL BE DETERMEND BY GARFIELD COUNTY BUILDING & PLANNING PLAN REVIEW FEE: PERMIT FEE: TOTAL: MANUFACTURED HOME SET UP FEE: SEPTIC= PERMIT: o PERE SINGLE LEVEL= $400.00 X OR MULTI LEVEL= $600.00 GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS For MANUFACTURED HOMES 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. 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. TWO (2) SETS OF CONSTRUCTION DRAWINGS & TWO (2) SITE PLANS MUST BE SUBMITTEDFOR ALL APPLICATIONS. All plans submitted must be in compliance with the 2009 IRC for Residences and 2009 IBC for Commercial Offices and Storage, and 2009 IECC. 1 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each comer of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or more must be shown on 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 pro osed structure located within the envelope. Yes 2. Does the site plan when applicable include the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? This information must be certified by a licensed surveyor with their signature and professional stamp on the design. Yes ri A 3. Does the site plan include any other buildings, setback easements and utility easements? Please refer to Section 3-301 in the Garfield County Zoning Resolution if the property you are applying for a building permit on is located on a comer lot Special setbacks do apply. Yes V 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes 5. Have you provided any RESOLUTIONS and/ or LAND USE PERMIT(S) associated with this property? Yes If Yes please provide a COPY. No ,i 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered design? A Floor Plan of the Modular Unit showing exterior doors is required. Yes v' 7. 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 accepted without it. Yes V No 8. Will this be the only residential structure on the parcel? Yes t/' No If no -Explain: 2 9. Have two (2) corer plete sets of construction drawings been submitted with the application? Yes �/ 10. For the placement of a manufactured home, have the following been specified? The size of the unit (min. 20ft. x 20fi.); live roof load (min. 40# could be more depending on elevation of property)ind design (min. wind speed of 90 mph); foundation design; method of anchoring? Yes 11. Have you designed or had this plan designed while considering building and other construction code requirements? Yes ✓d 12. Do your plans comply with all zoning rules and regulations in the County related to your zone district? Yes v' 13. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes ✓ 14. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes ✓ 15. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your building permit? Yes V' 16. 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 between 7:30 a.m. and p.m. Monday through Friday. Inspections are to be called in to 888-868-5306. Yes 17. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re-inspectign fee? Yes v' 18. Are you aware that you are required to call for all inspections required under the IRC including approval on a final inspec 'on prior to receiving a Certificate of Occupancy and occupancy of the building? Yes 3 19. Are you aware that prior to as submittal for a building permit application you are required to show proof of a legal and adequate access to the site? This may include (but is not limited to) proof of your right to use a private/right of way; a County Road and Bridge permit; a Colorado Dept. of Highway Permit including a Notice to Proceed; a permit from the federal government or any combination. You can contact the Garfield County Road & Bridge Department at 6254601 See phone directory for other agencies. Yes v% 20. 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 the person performing the work will be required at time of applicable inspection. Yes 21. 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 the submittal of a building permit application, Your attention in this is appreciated. Yes 22. Are you aware that you will need to have your installer obtain an installation inspection as per the State Division of Housing requirements prior to the County building department doing their final inspection? The State wi charge a fee for this inspection. Yes 23. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for an Agent aid that the party responsible for the project must comply with the Uniform Building Code? Yes v/ 24. Are you aware, that if you receive your water and/or sewer from an Association, a District or Municipality, you will be required to provide the County with a copy of the Tap Permit (or evidence of an exemption) at the time ojthe building permit application submittal? Yes 25. 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 V 26. If you anticipate obtaining a water tap from the City of Rifle, please provide a letter indicating that the City will provide water service. No building permit application will be accepted without such a letter. Yes 141,14, 4 I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. 11,12.-3102 Signature of Owner Date Phone: (cVIO) 24 `k • 11 t (days); (5 1,g 1 (evenings) (`"°).3 et Wei Project Name: ?C IA\ cke,^C C' Project Address: Notes: CI LP Cl. CCcbs-e W CAv 46m. Ao4 t (c) If any required information is missing delays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review, delay in issuance of the permit or delay in proceeding with construction. bpminregmhrune2010 5 Permit Card Garfield County Building and Planning Department 108 8th Street, Suite 401 Glenwood Springs, CO 81541 Phone: (970)945-8212 Fax: (970)384-3470 POST ON SITE AGREEMENT In consideration of the issuance of the permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structured 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 he revoked by notice from the County Building department and IMMEDIATELY BECOME NULL AND VOID. Manufactured Building /71616-49A Parcel #:239308205038 Owner's Name: Ryan & Megan Pratt Job Address: 0156 Cliffrose WAY Carbondale, CO Contractor(s) Copper Craek Owner Phone: 970.319-6439 Total Square Feet: 2674 Phone • Primary Contractor ! Work Description: 2 story single family (970)249-1148 Yes dwelling on crawl space, covered patios and a attache6 g rag'4, inspection Scheduling Code :,.u,H.;sr:p,.,,}n,,"..,,, s. ,,, f �Crt L;� 'f ,,.. 4,-: '11.1,p C SS1:r...3,— —Tr�• ?Y, ` I'.v?. S�4.-o 15%. i. ..r. z [�" at k*,I.,v, .qr i3 f �+ ry . ,�;fw't ; ` ,,,,,t' x{,-v..t d..JE ?K,,- - .. ‘..„,_2 .w�.r OR, -. , , !.x .s�.h5 P itk.SS y.., -14:§..:0,M"'„k:” :�v�i'1 �k.2 id. - f 4 ; 6 't' +�}:.d�..>n C r z,.:>F."s- ! r -z_ 3. 1 Faaters 4/�I< ®!t/ safes IJV /Gig j Foundation Walls r , � 01(f1? / . / r ` Framing =r `,..4-..,u t,z;)-,i (ir VA � w_ye "Jrywail Misc ea ,? Insulation Ag i`c; Y �r � / "b `Y��- �. rir iMI Grout',' i Mechanical -- - --- UG Plumbing " "1.- Rough Plumbing t 11r,, 46;i4 hit/ — fikzed9 ._ q l - z -- 7Fi6"-/'__' Gas t � L ;•i*c c....\1e c,le.c4;-k/&tt /`e-3-/ / • _k:Lt )UA 1/4/// fif lArS/6-AOR 2.4 a 61 ADDITIONAL INSPECTIONS MAY 13E REQUIRED POS.T THIS IN CONSPICUOUS PLACE WHEN CONSTRUCTION IS STARTED For Inspections Cali: 1-888-668-5306 COUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St, Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at 0%5-6 C t•)" Permit No. I have this day inspected this structure and these premises and found the following corrections needed: dA,/,47. 6004;57177V127._ PAIA/AMG le_ WA 45)7;1 /•.'4-94//brP/411 1-74 A/ fWeVieWir/iri> IF/EK e:, PvE, deZ271 /901V/A0/ 461,4 ei.„-v t/zW 4 de ///a/V ztf,e-22-,p 723 /6,E. A--4/6-//t/70E,E1 /V p ,Ayr .0I//sN 304/41 Xoc9/1-7r ❑ Call for Re -Inspection ❑ $50.00 Re -Inspection Fee must be paid prior to Re -Inspection 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 / "—/ 3 ' -- /, 20 / Building Inspector Phone (970) 945-8212 • 'r- • • • 4,-,5,;•13,7•= -•;,-'.:f•!..; •.:.• •••4.2' • •• • -UVISIODIXOft "-z ' • -,•g " ernconsftuelioion, • MAI MEE);:l ''s'••••=•;''''f ernliAWF:Pa'n .;„ • .7 A., •.;. !:t ;, elollovAnpislbased•bWiriformaomproVIcied:'4oitheCodes,86dtiontand niz*ibe"- modified: sed he!fact461.fih irigkairthkfieldAppppo . • bon. • ••••,...• —7 • -•••••,, . _ . • r • •. • • . • . •• • • ••. •,;.• . • • :27.20111- • -44 • liAAKIJF-ACti)kER:iHighanciMfg Co.,-‘•`',.:"--•• • • e; • - •' . . . . -61"0"1\10;: "•30,2•'. • • •' V • r.,• . CONTACT: barrin L Pater . ?FAX NO.: '007) 376 -'5945- • 31A:NO.: 54 2325AC ' . : • . • MODE-1..."'NO.: 1.14M46714•:. . - 11)1S.1?.ECTION11EQUIREMENTS: . , ." • • • • . . • . „ •. • • ' . . „ , , . • . ' Ctie•c14'tri6.otit6'00tio(vcit specifically piggybaokToot trdses.., . • • • .•'-''',CheektOttisits def•thp,mrate'rtioafer Raom-. ...,:sit00114p,:.. -, (.7A, ti,:p., , ,c,:‘,.`,.4R, c)e _ 0,1.A co,c. loom: ,,y, , co • _. , ... ,,,, :, , : ,.., ,,,,-, . Tiie:10ctpylirifingdep,itittnpiitty0lonlngiilOsfprinAtli0.,,rappbnsii:;111.f.yforInspecti.nglhe sire:bulk , .:.-+70.ntrubt,i6n:sta:16d'b"e"*..01-,7):•porove•IT:pik.-ms:,5ml.cuirtrit•:6-6"6/6,s.: . W,.:,rt.r.5,;4'f'r7::•:',.,t-raits rit•c?0,-,..rii-it',..7,,70:;-F,,I.,,pee-114 o c... iii -Thi if.:',.; li,•40,•h,. ••6-4.F e:s14C—:s!"••••••.i-4-a•-",•70pli..!4^SiiS75!:` p r c5ri thca . . . . , pui SART h10 /VIEIA) dofiA7C#6" Co/7)/ • • :,• • • • • - • PINION September 2, 2010 Garfield County Building Dept. Attn: Mr. Andy Schwaller . 108 Eighth. Street Suite 401 Glenwood Springs, CO 81601 RE: Design Review Release for Building Permit Dear Mr. Schwaller, MESA The Pinyon Mesa Design Review Committee has reviewed the plans and is hereby issuing approval for the release of a Building Perxnit(s) upon your satisfaction of plans submitted for the following lot(s): Lot: 38, Filing 1 Owner: Ryan & Megan Pratt Contractor: Kopper Creek Building, LLC — KC Heister Upon your review and approval of submitted plans and issuance of Building Permit, the applicant is authorized to proceed with construction at their own risk. Final approval in writing from the Design Review Committee will be necessary before requesting final inspection and issuance of a Certificate of Occupancy from Garfield County. Please feel free to contact us should you have any questions. Pinyon Mesa Design Review Committee PI\YO June 17, 2010 RE: Preliminary Approval for the Pratt Residence, Lot 38 Dear KC, MF4SA The Pinyon Mesa Design Review Committee has performed a review on plans submitted for the Pratt Residence on Lot 38 at Pinyon Mesa. As requested for the closing on the property, we are hereby issuing a preliminary approval on the submitted design with the understanding that the final design/approval will include the various modifications discussed and agreed to in my e-mails dated May 21 and June 11 of 2010, and your responses dated May 22, June 8 and June 11th of 2010. In order to receive your final design review and approval letter (required for your building permit), you will need to submit 2 full sets of revised drawings showing the abovementioned modifications as well as any remaining items required in the design guidelines and application form. We will also require a check in the amount of $500.00 for design review fees prior to doing any further review. Please feel free to call should you have any questions. Sincerely, Brett Benzel Pinyon Mesa — Design Review Committee PINYON January 11,_ 2011 Garfield County Building Dept. Attn:. Mr. Andy Schwaller 108 Eighth Street Suite 401 Glenwood Springs, CO 81601 MESA RE: Lot 38 Filing 1, Final Inspection for Issuance of a Certificate of Occupancy Dear Mr. Schwaller, The Pinyon Mesa Design Review Committee has performed a final inspection on Lot 38 owned by Ryan and Megann Pratt to verify compliance with the approved architectural drawings for the purpose of receiving a Certificate of Occupancy. As the home is in substantial compliance with the design guidelines, we are hereby issuing approval for the release of a Certificate of Occupancy upon your satisfaction that all necessary building codes/regulations have been met. Remaining work includes installation of the concrete driveway, construction of rock retaining walls and landscaping. The lending bank is holding the necessary funds to cover the cost of doing this work should the current owners not complete this work by June 15th, 2011. Please feel free to contact us should you have any questions. Sincerely, on Mesa — Design Review Committee 12/28/2010 12:46 97024912111 Fast; Phone: G KOPPER CREEK BLDG i3UIL01No, us; ; •' ,4j 1780 North Townsend - Montrose CO 81401 Ph: 970-249-1148 - Fax: 970-249-1211 Email: KC@ikoppercreek.cam From KC Wester PAGE 01/02 �► �� 1>i Pages; Date; rt, `7/ Re: CCC 0 Urgent D For Review 0 Plea Comment 0 Plea Reply fit Please Recycle • Comments; OVb\er 040.4411k 1 iik449-t Athrt AN -E, lawctic ,0\04.,..1s6e,A \cook( aPiAkIoNAk 4.ektelW tiwk.,64w etttt t et; d.A-,e Building Friends, Families & Dreams...One Home at "Gime 12/2812010 12;46 97024912111 KOPPER CREEK BLDG PAGE 02102 'Aiding Plan Review Description of Work: new sf mit over crawl */ shed garage/unfin bonus rm yan . Lee Carbondale, se: Case Manager: David Bartbolomcwv Plan Case Number; LDG.8-t -6565 3'street 239308205038 Appikaden.Tett ; 081252010 Owner: Ryan 8c Megan Pratt ApplleaM: Ryan & Megan Pratt Applicant Phone: 970-81 Emelt Building nglneered Foundation Driveway Permit . Sprv+iyed Site Plan • l'4 Septic Pernnit and Setbacks GradelTopagrephy 30% Attach:Retidential Plan Review List Minimum Application, 4uestionnaro Plait Notes Fire Department Review Valuation Determination#Fees Red Line Plans/Stamps/Sticker ttach Conditions _Application Signed Flan Reviewer To Sign Application Parcel/Schedule No. 40# Snowload Letter Manu. Homes Solis Report �� 'Innnin onIng --Property Line Setbacks 30ft Stream Setback Flood Plain Btulkling height . tying Sign -off Road Impact Fees HOA/DRC Approval Gracie/Topography 40% .tanning Issues ubdivision Plat eneral Com V/P kofrhen 92; /A V 4B 609.5,' Re- g% 7 75- loseAd, !,/a a • .r", 7 a 7 f .7 McMiflon Engineering P. O. fox 632 Ridgway, co 81432 Phone (970) 626-5113 Fax (970) 626-5958 October 26, 2010 Kopper Creek Building, LLC Attn: KC Heister 1780: N. Townsend Ave. Montrose, CO 81401 Subject: Pratt Residence, Lot 38, Pinyon Mesa Subdivision Tc, Whom It May Concern, In regards to the garage bonus room floor, it is permitted to substitute the 117/8" Til 560 series @ 112'' 0. C. with 14" TJI 21,0 series @ 12" 0. C. itis recommended to solid block each bay at mid span. The garage and foyer rimer framing, it is permitted to substitute the Roseburg ll.71 " RPP' 70 CO 24" on .center with 14" TR 210 series @ 24" on center_ Ali framing hardware to remain as shown 011- the plans. Should you have any questions, please call me at you convenience. Sincerely, ore •`.4'a ami 10/U4/2010 09:22 97024912111 KOPPER CREEK, BLDG McMillan Engineering P. O. Box 638 Ridgway, CO 81432 Phone (970) 626-5113 Fax (970) 626-5958 October 4, 2010 Garfield County Building and Planning Department 108th 8"' Stmt, Suite 401 Glenwood Springs, CO 81601 Subject: Pratt Residence, Lot 38 Pinyon Mesa Subdivision — Permit #1720 To Whom It May Concern: PAGE 02f02 in regards to the foundation plan stamped August 18, 2010. An acceptable alternative to the called out wall height is as follows: 2 coursed of 16" high ICF block for a 32" wall height with a minimum footing thickness of 10" for an overall combined minimum height of 42". Ali other reinforcing schedules. notes and call outs to remain as per plan. Should you have any questions, please feel free to contact me. Sincerely, Bradley 0. McMilion, P.E. 2 893 Cc: Kopper Creek �� eeta �s aV 4.4 ." t •M • ' 28893 -vgs 4:0 VE HEPWORTH - PAWLAK GEOTECHNICAL September 22, 2010 Kopper Creek Building Attn: KC Heister 1780 N. Townsend Avenue Montrose, Colorado 81401: Hepworth-Pawlak Geotechnical, Inc. 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 970-945-7988 Fax: 970-945-8454 email: hpgeo@lpgeotech.com Job No. 110 222A Subject: Observation of Excavation, Proposed Pratt Residence, Lot 38, Pinyon Mesa, Cliffrose Way, Garfield County, Colorado Dear Mr. Heister: As requested, a representative of Hepworth-Pawlak Geotechnical, Inc. observed the excavation at the subject site on September 22, 2010 to evaluate the soils exposed for foundation support. The findings of our observations and recommendations for the foundation design are presented inthis report. We previously conducted a subsoil study for design of foundations at the site and presented our findings in a report dated August 5, 2010, Job No. 110 222A. At the time of our visit to the site, the foundation excavation had been cut in one level up to WA feet below the adjacent ground surface. Footing fowls and reinforcing steel were in place. The footings were formed 2 feet wide. The soils exposed in the bottom of the excavation generally consisted of stiff, sandy silty clay. No free water was encountered in the excavation and the soils were slightly moist. We observed on-site fill in the northwest corner of the house excavation. The fill consisted of on-site, loose, sandy silty clay soils and extended south about 18 feet and east about 10 feet from the northwest corner. The fill appeared to be up to about one foot deep. We recommended to you via telephone that the fill be removed from inside the forms and that footings be lowered to the top of the natural soils. We returned to the site later in the afternoon and confirmed that the fill had been removed from below footings in the northwest corner of the house. The soil conditions exposed in the excavation are consistent with those previously encountered on the site and suitable for support of spread footings designed for the recommended allowable bearing pressure of 1,200 psf. Loose and disturbed soils should be removed in the footing areas to expose the undisturbed natural soils. Other recommendations presented in our previous report which are applicable should also be observed. The recommendations submitted in this letter are based on our observation of the soils exposed within the foundation excavation and the previous limited subsurface exploration Parker 303-841-7119 ® Colorado Springs 719-633-5562 Silverthorne 970-468-1989 Kopper Creek Building September 22, 2010 Page 2 at the site. Variations in the subsurface conditions below the excavation could increase the risk of foundation movement. We should be advised of any variations encountered in the excavation conditions for possible changes to recommendations contained in this letter. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted. If you have any questions or need further assistance, please call our office. Sincerely, HEPWORTH — PAWLAK GEOTCHNICAL, INC. paps_ Ng' Daniel E. Hardin, P.e a ,244,E '-.�Qsir eeacrti DEH/ksw Job No. 110 222A GL4Aech HEPWORTH- PAWLAK GEOTECHNICAL Hepworth-rawlak Geotechnical, li1c. 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 970-945-7988 Fax: 970-945-8454 e v il: hpgeoC hpgeatech.coin SUBSOIL STUDY FOR FOUNDATION DESIGN PROPOSED RESIDENCE LOT 38, PINYON MESA GARFIELD COUNTY, COLORADO JOB NO. 110 222A AUGUST 5, 2010 PREPARED FOR: KOPPER CREEK BUILDING ATTN: KC HEISTER 1780 NORTH TOWNSEND AVENUE MONTROSE,' COLORADO 81401 Parker 303-841.7119 • Colorado Springs .719-633-5562 ® Si(verthorl e 970-468-1989 TABLE OF CONTENTS PURPOSE AND SCOPE OF STUDY - 1 - PROPOSED CONSTRUCTION 1 - SITE CONDITIONS - 2 - SUBSIDENCE POTENTIAL - 2 - FIELD EXPLORATION - 3 - SUBSURFACE CONDITIONS - 3 - FOUNDATION BEARING CONDITIONS - 4 - DESIGN RECOMMENDATIONS - 4 - FOUNDATIONS - 4 - FOUNDATION AND RETAINING WALLS - 5 - FLOOR SLABS - 7 - UNDERDRAIN SYSTEM - 7 SURFACE DRAINAGE - 8 - LIMITATIONS ' - 8 - FIGURE 1 - LOCATION OF EXPLORATORY BORING FIGURE 2 - LOG OF EXPLORATORY BORING FIGURE 3 - LEGEND AND NOTES FIGURE 4 - SWELL -CONSOLIDATION TEST RESULTS TABLE 1- SUMMARY OF LABORATORY TEST RESULTS PURPOSE AND SCOPE OF STUDY This report presents the results of a subsoil study for a proposed residence to be located at Lot 38, Pinyon Mesa, Garfield County, Colorado. The project site is shown on Figure 1. The purpose of the study was to develop recommendations for the foundation design. The study was conducted in accordance with our agreement for geotechnical engineering services to Kopper Creek Building dated July 19, 2010. We previously performed preliminary geotechnical engineering studies for the subdivision development and presented our findings in reports dated November 11, 2005 and April 10, 2006, Job No. 105 652. A field exploration program consisting of an exploratory boring was conducted to obtain information on the subsurface conditions. Samples of the subsoils obtained during the field exploration were tested in the laboratory to determine their classification, compressibility or swell and other engineering characteristics. The results of the field exploration and laboratory testing were analyzed to develop recommendations for foundation types, depths and allowable pressures for the proposed building foundation. This report summarizes the data obtained during this study and presents our conclusions, design recomrnendations and other geotechnical engineering considerations based on the proposed construction and the subsurface conditions encountered. PROPOSED CONSTRUCTION The proposed residence will be a one story wood frame structure over a crawlspace located in the area of the boring. The attached garage floor will be slab -on -grade. Grading for the structure is assumed to be relatively minor with cut depths between about 3 to 5 feet. We assume relatively light foundation loadings, typical of the proposed type of construction. If building loadings, location or grading plans change significantly from those described above, we should be notified to re-evaluate the recommendations contained in this report. Job No. 110 222A Gtech -2 - SITE CONDITIONS The subdivision is located on a relatively flat topographic bench above the Roaring Fork River valley and below Spring Valley. Vegetation has been removed from the front northern part of the site apparently during the subdivision development. The southern part of the site is vegetated with sage brush with juniper and pinyon trees further south. The front north part ofthe site appears to have been cut during road development. The ground surface in the building area appears mostly natural and is relatively flat with a gentle slope down to the north. A scree field of basalt cobbles and boulders is visible on the hillside to the north and Eagle Valley Evaporite is exposed in County Road 114 cuts north, and above the site. SUBSIDENCE POTENTIAL Bedrock ofthe Pennsylvanian age Eagle Valley Evaporite underlies the Pinyon Mesa Subdivision. These rocks are a sequence ofgypsiferous shale, fine-grained sandstone and siltstone with some massive beds of gypsum and limestone. There is a possibility that massive gypsum deposits associated with the Eagle Valley Evaporite underlie portions of the lot. Dissolution of the gypsum under certain conditions can cause sinkholes to develop and can produce areas of localized subsidence. Sinkholes were not observed in the subdivision but geologically young sinkholes are locally present in the evaporite region between Glenwood Springs and Carbondale and we are aware of three sinkhole collapses in this region during the past two years. Cavities were not encountered in the exploratory boring drilled to a depth of 31 feet an the lot. Based on our current understanding ofthe evaporite sinkhole process, all areas in western Colorado, including the project site, where evaporite is shallow have the potential for sinkhole development. The risk of future ground subsidence on Lot 38 throughout the service life of the proposed residence, in our opinion, is low; however, the owner should be made aware of the potential for sinkhole development. If further investigation of possible cavities in the bedrock below the site is desired, we should be contacted. Sob No. 110 222A Gtech _3_ FIELD EXPLORATION The field exploration for the project was conducted on July 20, 2010. One exploratory boring was drilled at the location shown on Figure 1 to evaluate the subsurface conditions. The boring was advanced with 4 inch diameter continuous flight augers powered by a truck -mounted CME -45B drill rig. The boring was logged by a representative of Hepworth-Pawlak Geotechnical, Inc. Samples of the subsoils were taken with a 2 inch I.D. spoon sampler. The sampler was driven into the subsoils at various depths with blows from a 140 pound hammer falling 30 inches. This test is similar to the standard penetration test described by ASTM Method D-1586. The penetration resistance values are an indication of the relative density or consistency of the subsoils. Depths at which the samples were taken and the penetration resistance values are shown on the Log of Exploratory Boring, Figure 2. The samples were returned to our laboratory for review by the project engineer and testing. SUBSURFACE CONDITIONS A graphic log of the subsurface conditions encountered at the site is shown on Figure 2. The subsoils, below a thin topsoil layer, consist of about 20 feet of sandy silty clay with scattered gravel overlying weathered bedrock that extended to the drilled depth of about 31 feet below the existing ground surface. Laboratory testing performed on samples obtained from the boring included natural moisture content, density and percent finer than No. 200 sieve gradation analyses. Results of swell -consolidation testing performed on relatively undisturbed drive samples, presented on Figure 4, generally indicate low to moderate compressibility under conditions of loading and wetting. The sample from a depth of 5 feet showed a minor swell potential when wetted and the sample from a depth of 15 feet showed a low to moderate expansion potential when wetted. The laboratory testing is summarized in Table 1. Job No. 110 222A GA4Stech No free water was encountered in the boring at the time of drilling and the subsoils were slightly moist. FOUNDATION BEARING CONDITIONS The subsoils encountered on the lot generally consist of sandy silty clay and are typically known to be compressible when wetted under load. A low expansion potential was observed in the tested samples. Lightly loaded spread footings can be used for support of the proposed residence provided that some risk of movement is acceptable to the owner. A heavily reinforced mat foundation would help to make the structure more rigid and better able to resist differential settlement. Compacting the bearing soils to a depth of at least 3 to 4 feet below shallow footings would help to reduce the settlement risk. Another alternative is a deep foundation system that extends the bearing level down to dense, relatively incompressible granular soils or bedrock. If the deep foundation alternative is selected, we should be contacted to provide additional recommendations. DESIGN RECOMMENDATIONS FOUNDATIONS Considering the subsurface conditions encountered in the exploratory boring and the nature of the proposed construction, we recommend the building be founded with spread footings or a mat bearing on the natural soils or compacted structural fill. The design and construction criteria presented below should be observed for a spread footing foundation system. 1) Footings or a mat placed on the undisturbed natural soils should be designed for an allowable bearing pressurec 0 asi ased on experience, we expect initial settlement of footings designed and constructed as discussed in this section will be about 1 inch or Less. There could be additional differential foundation settlement on the order of 1 to 2 inches or more depending on the depth of any subsurface wetting. Job No. 110 222A G tech -5 - Precautions should be taken to prevent post -construction wetting of the bearing soils. D2)' The footin_s should have a minimum width o 0 inches .or continuous walls an: ►- '.r isolated pads. The mat edges, exterior footings and footings beneath unheated areas should be provided with adequate soil cover above their bearing elevation for frost protection. Placement of foundations at least 36 inches below exterior grade is typically used in this area. Shallow frost protection can consist ()frigid foam insulation in the shallow mat foundation condition. LT4) Foundations should be designed to be rigid with "box like" configuration and isolated footings should be avoided. Continuous foundation walls should be heavily reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 14 feet. Foundation walls acting as retaining structures should also be designed to resist lateral earth pressures as discussed in the "Foundation and Retaining Walls" section of this report. Topsoil and any loose or disturbed soils should be removed and the footing bearing level extended down to undisturbed natural soils. The exposed soils in footing areas should then be moistened and compacted. Additionally, removed and replaced soils below footing bearing level, such as to reduce settlement risk, should be compacted to at least 95% of standard Proctor density at near optimum moisture content. 6) A representative of the geotechnical engineer should observe all footing excavations prior to concrete placement to evaluate bearing conditions. FOUNDATION AND RETAINING WALLS Foundation walls and retaining structures which are laterally supported and can be expected to undergo only a slight amount of deflection should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of at least 55 pcf for backfill consisting of the on-site soils. Cantilevered retaining structures which are separate from the residence and can be expected to deflect sufficiently to mobilize the full Job No, 110 2221 Ge Ptech -6 - active earth pressure condition should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of at least 45 pcf for backfill consisting of the on-site soils. All foundation and retaining structures should be designed for appropriate hydrostatic and surcharge pressures such as adjacent footings, traffic, construction materials and equipment. The pressures recommended above assume drained conditions behind the walls and a horizontal backfill surface. The buildup of water behind a wall or an upward sloping backfill surface will increase the lateral pressure imposed on a foundation wall or retaining structure. An underdrain should be provided to prevent hydrostatic pressure buildup behind walls. Backfill should be placed in uniform lifts and compacted to at least 90% of the maximum standard Proctor density at near optimum moisture content. Backfill in pavement and walkway areas should be compacted to at least 95% ofthe maximum standard Proctor density. Care should be taken not to overcompact the backfill or use large equipment near the wall, since this could cause excessive lateral pressure on the wall. Some settlement of deep foundation wall backfill should be expected, even if the material is placed correctly, and could result in distress to facilities constructed on the backfill. The lateral resistance of foundation or retaining wall footings will be a combination of the sliding resistance of the footing on the foundation materials and passive earth pressure against the side of the footing. Resistance to sliding at the bottoms ofthe footings can be calculated based on a coefficient of friction of 0.35. Passive pressure of compacted backfill against the sides of the footings can be calculated using an equivalent fluid unit weight of 300 pcf. The coefficient of friction and passive pressure values recommended above assume ultimate soil strength. Suitable factors of safety should be included in the design to limit the strain which will occur at the ultimate strength, particularly in the case of passive resistance. Fill placed against the sides of the footings to resist lateral loads should be compacted to at least 95% of the maximum standard Proctor density at near optimum moisture content. ,fob No. 110 222A GGgtech 7 FLOOR SLABS The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab - on -grade construction. There is a risk of slab settlement and distress if the bearing soils become wetted. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A minimum 4 inch layer of relatively well -graded sand and gravel (such as road base) should be placed beneath slabs. This material should consist of minus 2 inch aggregate with at least 50% retained on the No. 4 sieve and less than 12% passing the No. 200 sieve. All fill materials for support of floor slabs should be compacted to at least 95% of maximum standard Proctor density at a moisture content near optimum. Required fill can consist of the on-site soils devoid of vegetation, topsoil and oversized rock. UNDERDRAIN SYSTEM Although free water was not encountered during our exploration, it has been our experience in the area that local perched groundwater can develop during times of heavy precipitation or seasonal runoff. Frozen ground during spring runoff can create a perched condition. We recommend below -grade construction, such as retaining walls and basement areas, be protected from wetting and hydrostatic pressure buildup by an underdrain system. An underdrain should not be provided around shallow erawlspace and at -grade slabs. The drains should consist of drainpipe placed in the bottom of the wall backfill surrounded above the invert level with free -draining granular material. The drain should be placed at each level of excavation and at least 1 foot below lowest adjacent finish grade and sloped at a minimum 1% to a suitable gravity outlet. Free -draining granular material used in the underdrain system should contain less than 2% passing the No. 200 Job No. i 10 222A. GLLIStech -8 - sieve, less than 50% passing the No. 4 sieve and have a maximum size of 2 inches. The drain gravel backfill should be at least 1% feet deep. An impervious membrane such as 20 mil PVC should be placed beneath the dram gravel in a trough shape and attached to the foundation wall with mastic to prevent wetting of the bearing soils. SURFACE DRAINAGE The following drainage precautions should be observed during construction and maintained at all times after the residence has been completed: 1) Inundation of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 12 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in paved areas. Free -draining wall backfill should be capped with at least 2 feet of the on- site soils to reduce surface water infiltration. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. 5) Landscaping which requires regular heavy irrigation should be located at least 10 feet from foundation walls. Consideration should be given to use of xeriscape to reduce the potential for wetting of soils below the building caused by irrigation. LIMITATIONS This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either express or implied. The conclusions and recommendations submitted in this report are Job No. 110 222A G Etecl-i based upon the data obtained from the exploratory boring drilled at the location indicated on Figure 1, the proposed type of construction and our experience in the area. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory boring and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report, we should be notified so that re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recommendations presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical engineer. Respectfully Submitted, HEPWORTH - PAWLAK GEOTECHNICAL, INC. Daniel E. Hardin, P.E. Reviewed by: Steven L. Paw DEIIJkac Job No. 110 222A Gtech APPROXIMATE SCALE 1"=30' CLIFFROSE WAY LOT 39 BENCH MARK: SEWER MANHOLE RIM; ELEVATION = 100.0`, ASSUMED. r___.-__� • BORING 1 BUILDING SETBACK LINE LOT 38 LOT 37 110 222A 1-4 He•worth—pawlok Geotechnical LOCATION OF EXPLORATORY BORING Figure 1 0 0 N 10 15 20 25 30 BORING 1 ELEV.= 103.3' 11/12 ' 12/12 r WC=6.S DD=112 • A -200=79 15/12 '1 r r • 24/12 ✓ WC=7.0 DD=124 ✓ r r : /7 34/12 r 43/12 33/12 10 15 20 25 30 35 35 110 222A NOTE: Explanation of symbols is shown on Figura 3. HEPWORTH•PAWL.AK GEOTECHNICAL, LOG OF EXPLORATORY BORING LEGEND: ^ f TOPSOIL: silt and clay, sandy, organic, root zone, medium stiff, slightly moist, brown. 1-7 CLAY (CL); silty, sandy, stiff to very stiff, slightly moist, light brown, calcareous. WEATHERED BEDROCK; siltstone, gypsum, slightly moist, light brown to gray. Eagle Valley Evaporite Formation. Relatively undisturbed drive sample; 2 -inch 1.D. California liner sample. 15/12 Drive sample blow count; indicates that 15 blows of a 140 pound hammer falling 30 inches were required to drive the California sampler 12 inches. NOTES: 1. The exploratory boring was drilled on July 20, 2010 with a 4 -inch diameter continuous flight power auger. 2. Location of the exploratory boring was measured approximately by pacing from features shown on the site plan provided. 3. The exploratory boring elevation was obtained by instrument level based on the Bench Mark shown on Figure 1. Boring is drawn to depth. 4. The exploratory boring location and elevation should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory boring log represent the approximate boundaries between material types and transitions may be gradual. W 6. No free water was encountered in the boring at the time of drilling or when checked 0 days later, Fluctuation in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content (%) DD = Dry Density (pcf) -200 = Percent passing No, 200 sieve 110 222A H HEPW.oRTH-PAWL.AK GEOYECHN1cAL, LEGEND AND NOTES Figure 3 Compression - Expansion % Compression - Expansion % 0 1 2 2 0 1 2 Moisture Content = 6.8 percent Dry Density = 112 pcf -200 = 79 percent Sample of: Sandy Clay From: Boring 1 at 5 Feet r �.7 EXpanslon upon wetting 0.1 1.0 10 APPLIED PRESSURE - ksf 100 Moisture Content = 7.0 Dry Density = 124 Sample of: Sandy Clay From: Boring 1 at 15 Feet percent pcf \ Expansion upon wetting 0.1 110 222A 1.0 10 APPLIED PRESSURE - ksf HEPWORTH-PAWLAIC GEOTECHNICAL SWELL -CONSOLIDATION TEST RESULTS 100 Figure 4 HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 1 SUMMARY OF LABORATORY TEST RESULTS Job No. 110 222A SAMPLE LOCATION NATURAL MOISTURE CONTENT (°/a) NATURAL DRY DENSITY (pct) GRADATION PERCENT PASSING NO. 200 SIEVE ATTERBERG LIMITS UNCONFINED COMPRESSIVE STRENGTH (PSF) - Vague SOIL OR BEDROCK TYPE BORING DEPTH (ft) GRAVEL (%} SAND (%) LIQUID LIMIT (%) PLASTIC INDEX (%) 5 6.8 112 79 Sandy clay 15 7.0 124 Sandy clay 1 Cliffrose Way 1189°0222S 70.00' MO IMPROVEMENT SURVEY LEMNO Retkor3 Cap 1.1436572 4etiri nacce -Wateriff SCALE r.30'. PA'ONERMDESCRiP2TON' Zo2'38 McitiSi 1. ZOIWON112:PA SORDIV/SION, ootarri-DF <IARtvginsEJRzeoveoboRitro IMPROVEMENT -SW= CERTIFICATE RaNWYSTATIZIWX 4.O4,ThfintOTODIENTSCOMY VAS PaatieRD Hr23601 :027:SORTEr wagtei c 432iCAVRIA1917(1412i1191EE OOMNIVZ 13; V R R SMIEM71157Thipli011201NMOG El MB ABOVZONWCWBED.PARMONVOZWAIR, CCOOESR JA 2007; 2XCS7T7)717,11Y9701=02:00,14.1a13712124017HE B0100;77M4SC F THE PA77C2427003MWSSIOWN, 27101SOMFAIRS IME/far.KW:IOVENTstwcaramowsreignananszszt aamoTams/Mori FRIZAUSSaMCCETAS ANY . 7 ,ApouzENT,, zwzmirscRsicixor , • amPilie/Wa411) ...Aft3C4. -SMINZ=TounsTRI4PRXRTY RO. 36sn JP1 Wf 01.1-01 11,9.1.7 MK= nO. Poor 2.4ET or I biorado n Criteria '-066 lm'enxtga-nr.:1 :Ra$Fdenikil C39d3F ovE I./alarm/ Electrical Cii,de (46 WorrldNoilat Pitt,*.hing Cod11 at.g ittferctuflonal -EnOTY consarvediort 00d411 QO 157...terpOilartuf Mat.Otonkraf Coda iyarpormy C.:lassrflociffolt: yml of Constrticifrim i.00f Snot,/ Lcetth 42 PSF heti .5,oegzi (.5—st .90 MPH, Exp. 0 1 1 DAM, KITCHat. argRIOR rFe DINING k-E,C---E;DIS ARE 20 AMP CIRCUITS NOT CR PRIVECTED YST BE i°612TE0TEti BY A7C,' ULJRREMIRS i 4,- 20 AtlP RECFPIS MUST 1;441PER R..:SISIANTL (IOU; f.76.1'1) gf 36, '40 kr-g. VOOg NiiM I PI • i" --- i .......„_.,_ .._ .E-.50 ' - • • ______• _ 0-.--33.0_ 3-, i 1 - 4-1 BEDIVIVilt ' 5i ; #2 i .3 .,.. ,. r22,to 1 c.-75Vlims r • Al .6_ ..., i LP T t 1 11 1 f'-'2-7,1 . • IV : N., okonoom -f • r 101- 114 • 6 ' • • :13 477:-.77 I .1212,tt 5 tt _,-- -'▪ ,-4 0 .e•A I , ---1 T3 - 1.'"1 ,,,,.. ,, 9,5 11 r -------_. -',5•0 - ..te fi.ob 2.k.'" 51'F AT isvr fc.„ f ----",-14 : _5' ii..t.,'... t11 ; 3 10 I s 43' I 1 t5 52 iT - r - 4;1' ti-tbilt3A7 52 = 10,41 5 4 ,BgiTeegrf 152 vv - DIBTM.7- 25? .5a ca.: Wo.r-1-5Pilr' t , „.,., ...s. .•i. -.." ..,--._ -4 - .,,.-:, wii. &ill - ik7i- IsT-Af QTA _ak UP. Ffr- kj "-!..? PiV13 ....t-1 V4---ftgo Psagf Apgint AZ \ - ‘.. =42 NM, 2%...3 .9W. 123 5v? ,--,-.11*. J:dorm- .R.??,-Tt p,-.4, --- 2 L .... -*) zt- 7 \ 1- . K..,- ?I, 1.- blip t9S-"A . i i' .tf _Fir iiiip.; i J LIVING ROOM 5.65 5f:4 PI Pkige Ron, Ftipp,-.et- Ft., 15 5;:••• F,.7 Mr ri 414Sn:fp L.. 33._EDRCP 251 11 11 3 16ei A.P 11 21' 1 1 nr-:HO SING '-e_tioffEtatISACTOli 1 :-PriAc 740 '16:Xiqs,Ree*.f.;;Et' Vita • -,- Lar1710,V.00: .[VB ShL t441/6- hi-ospAt. ovAlc FIJING0 0t7 sT.41-tEJJI2 f114PITMEDDR.t.;EALINOTf 4,-E-T•45'E g`CF-SS (7.30 s REQVIREV , . -,EXT440s4.- 61,16(.-3 M?if SPACE gus-r.SE F0.0 t'r .7 -HAT FEET FITHE Oa OR WHEW PEPE 5' 01...(405AD 4./N11'L1Thil 51-45E (07, ii430.a5 On1.Y) ,.tcyr Prouite.L7' P /,'Otft4 1 'LE1:1_0?)R FEANPI- i IZII RIP rE.‘ t7.7IfITA-L2 RotrjicE: • 4 1\1: 71a/2010 :41,51::52,P.WW2W9042retiti-800 • r 7 --s PPPPPP -s � � r r y, 2 f2 a`fiaJ 1 �s • i. L wi t iany r-4 +�h iit F • SrcRe Limerer ;,- 9 _ Fa l 7 i- .4 i 4 I RC1 . F d ¢psi .2 1:2 _, V-____-__1 l • 1 3i—.___ _ i - fr rem"- _33'144'-1 1u-�...-�.--.. - •F 2 r. yz t 1 �/- 7 ' • Spdir . - Ti. s 4 ,may 3v'- 3�� 11 iL 'c ii �! rid e i .mor _ 1 5. QGi 1I au'� Lam-_.-.^---- ✓_---_...� 5Y - _______ r 4"M-._ 1.1 4 "777 I . 1- `! 28 f1 11(34 r{ � F Vii? z.-'71:" a7 .;' 3 .32 , opt 11417 Og, e341 _— _ Tffil i -s `-n - -112.1-_•_r, '°�'� (tic geef (Seamy A t 5: STV -E n` �--- �-'i9" P{i £3c� max 6.;50 .sD • �, s 5.9;.17g_20.1 } pry _! 1 39 -4 —i Ag or-CQJ 4i7 F.E4t8'f i rIT A 7 C164i'€„�. O TIUk r •MG 2 t�;LFY) APPF40‘.- R>Jhd PY DLin . LW .- 0 2O- !' :i201.i -i'4r`87:1._ ,tf"v , 7 2 2O . - L1.1,30 PVt;-A E j '.^i:`E'a('i'g*-2$-06 i ,..%K-Gq:-"es-4- 2Z-Fri:wrotpn:47,147 tz-0-2x-g.ac.i.:Aegi: le 'K.......,. -i- , iri't-, i .--.5,,rt DP.A. IN 1 777 .7.*-- i11+ -4'.. ' '. i, 2.)---4-7--1 1 A 1, _ . sli,, ---r---ii---1/-:--.T vei • i, 11•--- :., '1- 1111' i„...a DV urnierf7o9f- fitiags and pipbg 177171n drain ;ipare to b4'. kistiged Ly C17 sfte by otfifIrs. 411 riorl-, i fl 1.5- biect te, icir:at require•ras ond pprvVal- i ,t li 1 V = T1 MIL SINK! 4. 1411 1) ftr- •,.-V' • i i 1 "--cli 4 , ii • .' ti .1 ii -•=a -r,-., '-t-tri 1' r, 4 Llil l 11 , I'14. fili10-.g i_ - t ..1-_r g 44 . — 1 161 ')i. ' 111 5.-'7 4111 k • --1, li 1 1, ,t;,f iL, •:.;., __„„„,,ii, . T-7-1:, .T,--"ri-F-1717.7. 1! !!i! : '1 A 1 1 1 EJ li 1 I! ii ' i " I e il ll 1 11. i, ii 1 i; • It ii 4 I , 1 li ii li li 11 1 I I' 4 il 4 1 - ll Li fi 4.:r 1 :1 Q ; - i ifW ‘ Vi-Wir" 71_, F; `--4-` , • • • i. • - i .1._1...„...._____,,-. _._-, ..... iti„,11.,,,,:4,,i,7 .,..j.tli_j_i.,:iii,,:o.-_, i , i 1 ft j____1.___,___• 4.--1-71 '-'-r-rrr7''''r'll' --r„ 1,„7-1.1 , ii[ k il i TR4•9 CONPIECT 1 ,11,, ,„ „ , 1 ,..1.. 4 t,PAr? It 11 . il• H _ ,1 ri i!ti il . 11 , i ; 1 .5. LI ..-1. Q• 1 1 It .k. ,I i 1 1H ,..! li ic ) . 1,-- .• ''''''-'- .0'( 4,--7---,1 ., ,., •,..• „ u i -1,0 )H—,, ., i 11 , -q--il‘ ni i .1 1 5 il ' t ;.: alt. -r,11 "1 1 1141--i, l,1,0/1 1 f lil ii r.1. -..4 'l' ''.---Yi 1 P t!j-. -3jt.4ir-i:lIo"I iE.,I, --i4, ,li•- ' 1. 1 1 ' t‘ "--- .---"1-1 li "i1l 1tftpj gJl' 4 ri.iR ....5_,---9m5 -- i 2.---:ril, 1 ,1 v,_6, „-f...1....-.6_,- -87 Aagr,r VO,Fr 70 Aafusr Aoisr To • liss sl-trAIER Miss STOOL --- ---35:: 8:j.sroa. 4 4.3'•-•=, - ___. ___. _____L.._....._.___ 7, . • .7 81?A'Ar &-. I= 11 11 11V1 ,L -P 4ff'ScON511,1 4ii`10-5 sboll be provi.dr9E1 !wober fre.KE-igirg94 1o9rs49 on:t exce.,edirly8 rp.....ge 'f'ct-it Er' g-ofer ff13(2 r START 24'4. li.i)(..1VitN. a. 137 aa 0.22'W 1-TROO';15- 4: 1 Dr3r.. a" ME awn 0. .M2,--igroRazifIEGIry Im*,1 TO AN =AWE' • /move pc' hops • : .z: ' 1 .1. 4 11 it ct7.- T:a 11 1. [41.44.1 it 11. 'PLOW haikin fARRyo ajp-Ti3ArE7 fita5a .. 1R-4.„-FERENG•E: 7,(2w9Jif.) 5; 11t-.42 PM?:29C-4-.1.1d-.2800 1}orns .re rrr musf; ,1'`- rfe bu f{sa le dersanQs7cmg trf; L ttlned s r i pray -2 i irap.pkt fo ar ni *OM from Weal'' , j nor ,?ram ver torne.se ice' begrrst. 3 Referfo f' Tier e.Wfle `S•?f}' sir a- ssierfn r net Am; 131 ifis paw. TftiNG i2 4 y Fl itS>;)ii ii' k2 1 ria Reof• f G F2)(6 D0UB'1I 7€ . P T E 2X6 snips- ' C. S-2 f -4., {s j� FIRVa 4.55' :1111.5.11.A1.701/ , 7 .15771i: PATER '17ER SE4'ITEJt4 703-..2 'JW ICC 55 e 14'T virm.L1P EY '1€1ft: 5-101NG j POLY SANDY/ IVOR HARRIER €3.�5 S'i AY CA WO B4RREP 7/2" }Siff.- WALL 90ARO L.EP:6 f7:'TT5O1tr PLATE (,41, ) I4 .Tg__ 1'42 3 s..t.. ....,..• :-..--------,,--4,-------g--.7--- 04i s 24` _e:. 7 FLAT D1 YA1..,Ec 1L 1 ; . #laY -i+t ,,iC`, "t itst,S1 1 1A 1r '" L&' VENT T �. yt _. -Nom-. - boisLy? .. '7' "1.0 x171 C i1 Tit #31 #'Ati.r..44- t -TIL ,:scAv f1 i ti. TION. L._ 1 4 d i Al . 7.4 as Vt? 7 - 'i- f {i:'/Triot r t0I r °(71i)' -'may A aP r ,01)*A t. l~gr r 7r1 X3:,DPU 1' TOP "LATE ---1.2-,u sTuo ' 1 - po;.e 2X1 Yii' JOIST @ gE OS, s : tip :n tsf P. 15 a.. ]t ; C• 1 2n` i1 L) 1 1''' ' 2/ XIS?' HANGERS . i2.5/32""ftA�;JOD orn8" tONGLE�t GRa� �1s.m fNa 1 1..44-----4a.g---le.:-N--574:6:4 0 ar' r ar6-43ospaces. *.apVncs'.rrrfe o: s I ---}T3/ lP i5t '?Or ikKv..-6-e...4Alfi7d6ils.7Euy 1'..1i.g Daly irrn.iif +rr. 2,-,-.0.6 r.1st4,0;}., rws erk' ai . 7t s i, ' S" 11 :{ .5l CRE'-L3fE,INN _ ....F.,' k r r8' hip- 24 Sitlei. rzrrf Dani, of tile- art eiv0 tirP t nx .goda so arm .w1y r F r.,.T..s t '1518 C' r'kt.0: .R D•72 &UM- £nuc Fr e. o. IOW .sp-r urg - f arm io x 2i " s. iI v4 rrc x. -'?-a Me ta4 4 .or 110 4' 7 ce 4p, the € 1v i 2X:119 ?L r'r$r. 90fIR .EF 1•:61 17;1 co- ,S . Qr, +'I RR_ 7Tir 4 (1 7i]li dc -c oi-WT..Y s sl' . ,,.-.6t ': - , 12Kg€'- c0.4i,4E ...Ver.- !TRIPLE} ': ! 166.-rs4 ..-1 er a rtaar 4-0 0.4,:r..s,rrebc'e_ . . -T �a ,- ,t ttrr _: esn,a 'mien of /rx�s*my , or_ dellgi7 vin's -at ON. Toad, s .ibe z' '`he pai /anc"(s) rs, or Cf74 4 4xsssw of WO p�nr'ir�%s -is rne'd L 3' £Y x SP f ? �': L F ii: r t- . I i� Lh 1 -.. 5 `f;/i.7_ iF if<'U' r t.r 'F l k`s�,i#�Y7}zr?i'.."ts. r'.'F� ,�Tk7R,v'i �Jn,.,'...tfx:t c1'tr.�c i'irl s ,i ._r .. i amts. r v , 0 :sway• I 3 51,:iu t- �- 'r tF3a I ' " c -4' FkL' 35"r:i,. 'JL!Y'aihHp�%�ttM��lf.L� ryii'ST �sa�1� n(`��tt3 �. r -F i7i r AreA ; ,"•44. le-, Y Ea' i ., fx,'t ,/T /^` 1 [� t - y 3-�' [7y, '1 [ -'i' ''1 F.' 'Kgi '4( N71.!rRS i..E., 'fL=,wr,L Owr4„ 4 jir- ,1,1- -r- .j 4 +�. TF. i?�} ic. l{ \ FULi f ''5ili 14 l VAI i .1 ' to-zoN 7 ,4, EE } 3. f.1D ,7"' , T 1164-=.. gs. Fy�rz. } 9-6,1: " 1 4 44.7..X-% lr : , 0.11...S 't ' of N x $f t i Ys u �E71 x+a iif �?tu5' Or ii r: i € -%3 �f !H✓ 7T 7� hY i �z - v $ i{ s Lt .. ; v',TAV T `5iT:, 57 rTiRria ..6'1T . _.T._fh.'•ElC7FLsu,'7L bfrE'Jli-R.%�7. r-��T.?�._-: nf{z.r,_._.. t�3•'.t} 'i 1 f,�,., .. ffl? ' T£r�r�rrf) ' 7=b -,e..17,7 !hd¢f£t f.7i<r. tai h f hF fi"t t2 'i £r �Ic F 4 4 +J \: :3 �, '-rtti . �.G'LLA{St A.4, t f 4ttirSEErt f ,''t- r' '1X MA TrO.Y.- l u 3 'i?:r. VY" x`.43 �t�+R '4' -'- f€ ? '.t'ti17;F? F.it r 1 , i, rj \ i4 ' 7 0 T�'C�. Cil rf *PANE 'F` s y ii i'$T FDCFeT�U §T rer, /.;^c��.." f"F ,i$!'7.X�.S. f.°SY ,vi sem' !"2'�.'Q4 sN YID' s(ir'.'Yr^ .' '.:i +"3: xJ �I «1 g CKr 11r',Vv t ' 3'` E. s.tAEi?`75 4' mama'-�wT£. '>x5"F.. Off i1E A;xa.;'.. f.. f. m -r !f'a7'a'te,T.0-. y `;- ' - - fir f li.. ,7/S Ka -±.E it.Mjga 71F-'Y1zi MISTriT =MAT EakiiliETE Its ff. .a? .1161.K: ?Fr 'MTV? I t L.. 6Ci '''n r S;. 'C 3 Alit `24 romp iX sig? ftn XigliEfr.i'M'A'. Ng 71E: MOM aifal lti I ter/ 3. � {7Lt` tY G�{r PLO S Al '4 4"'4'41ts w� o }f ?� lA t rtC�if.r7'f'�Z=, y , 1r r' itV.f.M. o6.4#kro1.i il< turi..c. :NA #G F° ,i` `t1 4 F'Yl"b7/ , 31� tv s :Egfre+, fR 14' al j /� d of Vii , }�Y"+YYiP4i S Rji =_ T !1_a 'Om 3 %1 mil fi3 ied2 I F rER 61 & t i the i itP Y C } rittYR2i7 T- t f MAW ? b-,'' '7{r�{ S -Ft-UMW 1L:y4`•XiII '" - F.`- ' NW a -.1Ef "' Y -S2 ;3tT,U"'&as` Ci0411t6T. € -,--N05.; W BIN{ rte, fiiVi'i ' i'.'L;f inn l IV 1 DI I' r.` ',a'4' r" 74 li-R-i r7AI�.1 4' J $'.5, (Tf TXT.7' C It ;47,y YAf3,F.. £`.37I i? 1eARti- f.'.CS ti'.54 ' FTf. 3 «?il}i'�J�il: .41. s'r.v.3' v).cE1"gm's-f cam` . wp..-'b' ar, „r?.r, 7.;?, 1L_-) SPsa� it:a4 TdJr ,.� rxo? ! o art: u, -'rc: p.r . 5.�. - .. . ]I, f1 .BOX 427 966L% R04'E Ai41Nft5_ IITIRtl-i1s;1l>TO 1417 56117 (5072 3,7E--3460 407.91f4.7 1. '.f02,d ' r7rdr-AP" AFL' , i\----5-22'-5 r :1 1t€it #f?rY_ ff141} t4'-' #� a .1 ' Stlf!M/PC'i. S. '.r: I - _714TE0T . if PEP ' 1140 0 2'I 13P 41715 Aitf •' a`1M48 f 5'Q1. C4 5Th141 ' T- E!P' 5i0 r {rr1T 1 �d . P•7,' 4'5+C17 t._ 3 7' r us�a a r trr .- rr Ur t t2' c `rte LIC r Y 3 cj (h ' hr /.. e.- ih fgh ) iJr :e:k yr. A'l rr= 6 , ar "; COAL /'x;,'-tfi Sri OR 7,.-56;;T"HGi%d'1v-; .'t1,'7o3G'.s 25 .......--r-.:, .....„...- ----..___ ____---.-----..,---- , I 1 i i 1 1 1 i i t 1 11 1 4 I I II li i i _ - 5r4971"—MOST 07:ed. :rex i07,-,1 ah) ,.---"-'-r;te/7 Plates 3 h-70::--ti-T6k,bos%b-31985- ittiqs.Fs- of. 24 ox.. g.i.aN-:.-k .11inve.-'4/0. jrnT .stort{4-.! fa 6'n)ss.. Seo a bz-50.t; Fo_s•ten , 'T.28,5'fresi.ii, 2x4 lqv "f'0 6;0a iiriice, tfr'.717/1469kr '-i'ir at facfreven.- Tik li4eVic.:i*..!fdr- . --'-s* hasa MS ayss- ,T20,tT wire h Jh rnf 6.3 til ..nn site*' zit,' k4 "6 ineer&iiril r•ash:t1-1 qs• rev. --- ...,---' 1 ir:dri Ihe ,g-1-.4* 6::17 chonf iv the 'f.6-55' 6ap dzSii-P LL 3-equd. Alsigmgai&g --- • ..dt-dr.A7 .0.,-;gAr nigl p.eantreihrdiy4: fhi-i. :,c--cL..-.,- iiillio:,..v.rzo...,..-' re,.-..smp --- tiriWbt:61Vati,i5ad, iiih the Wie'''ReiW Q iii --.40i.,.t04e644iiiiii4alf.:7,?-:: Aiit.761ii:TE*.t's6Fis, i --fr(l'Iti)15' .6"t'tf; fo-gir. may nav& _bigi1 r4Reteit,g-Try.1.0.;9 plaiit'l.SX6oP-Viedff4. rdefWnlek,-ti-i60'in'inient, t 4-tii;Ve.,,,, iici.0 3:tenk 1,.`r .7.0..peri_f.m, D -e 6.'*.4.,6ir,,pt,e/eii-ip sj'-'..fr- . ..? ....e.<-1 :;wizt_917;rx.3,:•;F:r11 :4xjet:Hei7tch lisl;:n. 1 1 2A taY flat9 - 1 ' 1 i STATE OF COi_ORADO DIViO OF NOOSING APPRQVED "An Ertiss en2d faxen 2A1 p -Mrs fer yz'kh .131 8' knain iim= f 3 ilbiL s' .• 1 tfte Lz...agf.ft of ire "---... / '--..:"'•--,.. -----72.es Lid. fl---- ----- k :taunt tieiWa9 _ \ 1 i j/fctsi-er7 Nite...„..-Kif ---, -.---,-, .., ; / > --...,..,-.4---/-._, . ____.--,------Z-:7.2-1------------ 1. . wt,270g-tww3.6. 712113010 1th.E P\1.1:_:ETV20 n.Drait ing-2110 .0 ig7 .........,..,...,;.:.,,,,, mt. 1110,1 .simeamo ; L • • 44 t".k,b • liniST, 11-rus-.11-spe. . - lirr,v I 44V 151-1;55 lipAt-ia 1:5n- Ill i!..IG.0 h.g1041-0 1: i .111?,:i, 11 I I31_1,13,i4',4T47,95;41iti= f-sfl-i np".22-,-() [Ty.,* -w. ---7-41-T.,..... I mi-:r.STex-,=.1 F="Argd5.'jr,,-.1W-fit, Plinziy.,;-,,,,,,;,,99.7-----".i•------.-_--- - --- 7,•`1.9._•,.-9:9e-4528,.- .,. ,,,k9..-,..4 - - ---1- 941-2 .. 0 0 °4on:81 C=24 14 12 a.oa 71" *10410A 7 B7...111 41 10 ii , 4--9 : • , ' 9-21-2 ..-1..--iC, - ; • - • 4411 . • ...,..._ 1-pielis 0,29c•-cg.s.n. _11./.•..Z__&12,0-.1 -11, r&c...2---9.,,,..:15-.941-5.0,9,9149.:0-:..•,11...;,....0.,(i..z.sz . _- . .. ,. , „,... .,- • . • , . .... . . .. ,-- ,. ---....„...T _ .9... P..,l'GVM0,-,7 1 I CSI 2...- P!aterrx Iii5....-A t..15 1 Ta -a.97 LU ranrs In.7mwm 1.14 C11x1 l'.. G-2.496/1712002 i • YID 9_91_ • --.----- --. 3x6 1 T Ci.I. 4142 (E[n-Und Sao5=3,10,0) i TCDL 141I.13 1 scu. La BM_ 14.0 Lt8rIBEE . TOF, Stic,,RL) 1 2i 4 SI'F 14181'ex.cupt- T2'., 2.X SPF add, TB: 2 X F. -sr* Nt-.2 20T C15c140 2 •.-4 4 SPF 2100F 1.8.5 224 SPF STnra WEBS -51211CMG 'MP BROP.0 SloPiure Wond 8t988=n4,12 xUadiy pg.scL 1=-81§.=4 ROT er.I.-ICYPO MnIxi 111I1liy11I14-2-Ol 1.11414. 1 141W1f11114d71 4.11 (f31s1.8.) 94381-2-7 49,741.1.: 0-3-01 78-3.1Mxxx.:118818 044111,...han404 aniri.LC -152;L47 9=1) -15146.0 9) JUL 2 7 MO • MM.:7n 1=,,-1,...7,42,orizi: Ortii:ISI W4 .'e13'P-. dk62,17?; A 131,1i- r"-t1**1*lailsrld,':115a:=4;t71 " , --i x-'-'-"-----7.--7"--1 8}Rx*ts;821 fi-ii.q.13x9 iiisi&x.v,*,--rfilk-:,1-.41r.no..ix77.8.d.?ib,,,,x1 i 8'5==t"thEiVf0-ikaPi:4)3:=E31*: • - - - x liSii . in - (I= 4 116.'h Wa i .v.T...i,1-th C4iiii-. -'' ..16)PaaQi--45taiWaili...iLiiial.,:giiii,,-$ ,,,,,,-.1,-• u.21-14 1.7'1 240 ( k1•20 14M 0z -4141l --0..F.:,4: s-1,-) -1-5B leu 1 mnia 4 41) in1-0 76A.ii:.171-01,a,4.L;i1,41,',-rol•Ai;.-&13.!G*Scit9.7,1•,,Iw1riz..vi,,,t 14,,:v.s.Tr., .9.1 .9 6 h.1 rik 1 i..4i.oit:?;_W.)t-oiitc4iiii-tri-v 1P84',. -•:::-.:F:`•.• ... i 2.),.;•.:11-ti:iEk,.iiksvi&--,31Ra a i 11,-, 16:-.S- 1'O.,2 818 x th 8 1 -.., ._.: 9. !-`--z- - -.:4-.V.D?acii.6i.111.-'411145:',,i,F5_egtiStiMi-,Sx;.?0--8 1 10.3:c lipi2t 4RSILt: 8) 2 - 21-9.7(W19): 119.9(1.2,19) 2C74$ 4r.5,t - 448.28=mri,.--57.xxn.st.c.xxftl,..9p,:im Tx:!W,..-A T5P-CiP;.1.8:0 1-2 x.-. .7121 2-14 x,. 123513485 2.=-4. 7 .T433[1431 144 , • '-' -88,818 0-42..= -744414 *-12 - • -3810 -,2883142 74 .,- -178114 7-11 -x-- -?8!",]-428 140721-401412. - 318 xx -2412117442. 1710. x-.=. 47144 32 VrEL8S 41-14 .8 -47i254 =i -1_,:x xx 14273 x -I -S- , .-;8021221 141411414410 2444441 Catifi424404444. , • 7. - el -m4411 n) 414133-E'4: 0-19:1 crL:44o:0; P. LP 011.9.1i931.991c-da0- 4T14414414411 11 411. 14 33444.11P..4 bee 4rnd L.:9:099;Itil:411.,:i".: • inadV2ig 7) i‘s1,-4.-414,7;.,!:: FJE441 8 T7E-FAILS • •; 70,-,iitli-di49747'9'..930-6-3:-.orb----,:i.A P'?,6\ifiiiiiaiiiiii:C6Iii":**"-Xic!-;.Ajrgliiiiikii,AnrIng i.IR-,1-17t;ii.ci11. 61.i14....r.$2*;i:::4.0:4gkl--.H:Stizsti,4',111.e. -- "Iidfig7.-* .-. :.-•.rLi--L: 7,.;.;:.:,:-.,..s.:. :, - ::.• ::. i 4fil*t.4.sili*Iiit6c-1JdftciV,Iii1Iiiii.26t.S..16.i-eator =Surialkpbeicirk23.61-as...74c=girtrea.`01Sere:i =1. 1 ••-f.i.,This.fiiiii,a,mrdia's1,7'exiiiii'ciaalltikT--, --,figmr..• 6111..2?f35.*M,r,..-PA,210,2 -=',-.::::'.':. zi.1 ii.1gA iti at afip,to-i-f :L,,:,-,/f1-zap:s• f ,sc s i... di., ..-2'..0a1z42ur.a-ta6Raoa:-taL- :;; _Fs, '05:.1-0";.Gri.5 ti4i-ii-o--cii&--;.":0;1*,-,1•71.3',....7".:i",,,,Y:_rifetp-,[-R, • :.•"- 4;;:ii_taiVit ::-•,R.-1-7,1•:• •:: 'LF -.,. 1.97r-,Ft.p..10.5?tr.tols....,....1.1pr:Tds:i4::11:1,,b1.7,d,149..?- II Nsii:aili; iOSDill- V6pai.,-ti r*i=i,i ii,liafg**-k, ...- -) 111 .'-:',1';,'',3;' :,'1.. •.:.7'.1- ':..11 ';'. . __, 1 .ioli326Ati0:1iiivYr4.:syc-rhih. 1,11z=if p-1.0 .57 effill-.; T i15121 q *•-i..1a.j.,,ii-r---66YiL,gra411.,:.w_ali,,111-14:S.S3r*e 1 ,71-ip.IsIbF3951:931e-dproft&epp, -9...9-.11p9.pr/.1;9•616159ss; 2..a .moi t,1Gq.�{3 ,p f v .6 E tth 13 fr ►prk3.; , 493M; 1F-19O4O2 MAT 4 fly -arcs, raae %m3 tab, c;lsand?' Idr 3d1 4.qws, Moldy +:1 444 2 374 i ,19.383 sots atsare iva�xi�i3 • - i:3-<5 225 Pz„m 1 •'-i x = 2.5x1 1 4x4 • 8 Raw an- etaTeti 7.-att CXY): [T: 3 8 rilllat-`c2 441 12.2 1 f 4 '0 y 1 4i: t f1-�F= 1-f5 t t2i c5 t3 z Y 3# j' 1- 2 y U - ftta:?nae-ssn 41S it, s?;ttp 'C'< iSltvo-=aOA} 3. trnbor.lacseW;s 1,19 'CTJt ., Rep `. msS.ttt YE4 5 ? �`fi • -S? - 5,55 C1on I, BM. 40-.5 1. Uf5 2 pC 141445 2X45FFV0.2 - 1.0T CkaR4 a-1 SPP Na.2 )454.4 2 7.327F.MVe'accp;" • W::-tY.S.PF 44- 1 rCIRO TOP CSC/RD §inetvl 1-44-18 1111544s4NYa?i4i44er11~a4- 30T CE -30811 r§?4ld catints dirz444-r l%p 3d t? -15.14 cc htaalttp. 1 124.4, 84/11410. R'0.C.511551 tlz41xnl 4--7:11;115:. i3 0 Max Gam I5 FORCE B(14))-5t4imst=Cctr}�resslccx';'r're:&'4rrt"t'ans m Top CRURD 1-7 -244q$ 1-2 5t& 2-3 = -1275&2 14-11 -254.1711 1304- c5;(341 8.7 s 44s1214 5,5 = -245/1214 Vita) 2-7 12101272 :115(0-544 7 705-71 -53i44 7) 95(Lt3 7) 539(1 C 7) siai(LG 2) 2-4 07704 3 a -4774/771 4 0/01 'i).?NIiti:f S E:II;: 91;17'44i1';rc-3L=1 2@t.3it;.811P ;rl.3t"r, . -Y.,I! L.t e 2 e h411- m,.jsq gtt2e n?+c.raand - �?ie:i.-3i? x 1s t.- xO ' l -j 4 m4 1 ! c 1 k'PFFTRG fci fiat Sao 5'araC Lt^rc. 'h.;-'3 t•0,f1g�y+14a C -t: 49422. - thi-st P898404 Fraluto3oo.Gra-TaRbpir1s; ▪ 49525, .11rnic1; 1 'MIL 4q:2 1 (Grugrst i t R. -11.1_V 40.6 23I i 2c121 40.0 . F..1.111-11. i TOP CliOrtEi 2 X .4 3p51,1(e2. A .50T ctioaa,.`,.._s apF ts/z,2 (WEBS '2 yz 3 .sFr- stud orios IX2 zpi..mad 1 f;n3x...-0t,mi Topcr--Torm 2i:v.10ioo Nip34:11,..,.1thz41 41ottbitp-0 0,-..131)0',19, Una V-3a;f1. r 1 SWT c•liOka 1 OIpI.3 ,..13- 4.1(43.4.1 eli..063 033-41-1)01030n3- I. ReAtril-11k1:$ dbIsIzs) i! 13 = 3 c;n3-isrt: 14 -' sw-m1e4 i 10 . 55711-3-1C-41 1. II - 42tr..1-16-4 1 9 ' 4S1.71 -10-G I 1301. 23333 23 ,".,- -70(10 111 2.303 03130 132 ---, 14 ,- --(420.... 12) -3433142323 i 1 i -17!"r.c Z4 3 9 ME:: May 1 13 .- 2E3 -g..11 1.71 1;11 :-1- 6....C..30) 017(4.11173 13! - s'imko In 1 s = si..:(et7..0 18'). i'-'1•19-1- • '4 1-10 -191Y • 10-,n 1.44 1.1) 4 = • ` 7'43• • "q g55 3tt.12.8f " 7:ur.% stav2.22gq.111411fek.h5Ft,MBt-11,-.1.1-115-52fPg :Vero , • A114 IMW72. 12 .'11 1th 'LEV, 1;i3 1N3 11. . ' • . • 1 • „ ciAa:IX ,1-.0g:117t1M1.4•0",iit :'..1.=-•!4.4•';'404'''"itr.'33'; 1 • I31 Ir '4% -est r•-••, , • • Ikli,A111116. 24.1.2 Pietas30-301 1.132 1.11rnb6r11)01s2 1.15 11113 c'''2G-013•17-P1.211e2 . . -351in.. • 74.' • 0,T4 2-7 vir 1212 az • cloo • ,ti"4-t3ro• -.43a s01-7 .fif=" 0101 1.03004 31p3430»11101011 Ccsnpr...4.113M3001..1111/ TtnttotT 411323 •^0Pc-i013 -•!- 3rt21) 3-3 /4 .. -144413 . 4-0 c -10P11 , 1.- =-, -103-1.02 U.7 ' .t., Oft,49 12-13 «---323/2113 f4t-l1 .. --.s.tio•-4...4. 2-14 - - -,503,*42 - at -a ,.. -110932) - 4.73223403211 11-14 :-., -10/42 10-11•-..- -3E442 2-10 ,- -23-4 314=. .- -35/4.2. ,A,-;.,,?. - 4-13 :. -423/0 . ,q --V: , .4%13112. 5-3 :.,- .513331173 32 (.14 az_0 O; 4J244:4,4•; ▪ o3221 3011414;-32 33 21!9J/33203132'$32]- 1301:1.ol3 33' 1)19132 r1 -- V14 E1.h4p1m3?%11gtr133:5-.4. *„,l'or •• st1ids axpl:Rtid fa 443ot;ige . • • Tau.4•sp.7.;-.e.gglr•9.0st(":0114 _ 4).4091r.irpo.ta-thf.30Ligli,liari4d4ciktpa.ji4init:faisk„ _ t'g.1.11.24..1133.13144131_151e427 t.fttriii!0113-4 ''- q e.e kftr,0,11eirczofj...*a. 4 7 • ".,.,-'91,,931twt-ti fttitSr oL3. Lo 7) *s1x*i.ha-titieri.iiig4T.I'4g10•it*T...yii.4 • irtiN• -YiW-..0iik-114,,-iii40.601>•0f#1:4:14cm'411§T,0-0 r1"2J1l1. 11-1411332 Ural Omni Z131:fi: ilgrOb 1373340 0.131 /4 rik m30. . • r_, "V -i -44.g7 09,1"ftp...!gil-s.gliprriAn4.1wcA or.uti_ir.074:4aeal. g740410'310q-tifli31t4g145640).- - • 11 '.1'sW 114.1tVAle..,q.04.1441*MA;14iiii4 03 • ,wlitta..*-jEi !••IGilgc112i3r3 410F • 6Aiiit•lerris_.:- 0.1,-1135-lerldp:111,13,_.31>j4341.1/0,10,13.;,700t-ti'iiii1i11.-.6-?-, 3-4 :14i"17.tt?kiFil3:L3:11q.atI0-4,n44211R61.19d,r,t 14y0iifi!plia 6tIttrirgr:*1dlit9ti,p1,11' skial 1111,4..i;1161.:4*Mrsirki) . , 1$;,1104 mos yqh •EgN Y.kl.terv..ttosci 01,11`Aig:444,11000"..4rs1 tif;rt.,119-"Eisc 1KilitAlia$--6iii1,0:?*p.14.153.1'.1*-t1 3-3 P76.0j411671 • "; .1:2:;131Rif3Od; ut0,1/13.E240'; 531 3.13 t1?..en e=ic z'iroiv3e13E5.-1"3¢- ti! elivery:PoLiqt LCty wow • grvingwonr. „ cANT % A -1.M aAgisetigiftt* If1144 StAte- a 4r, .,„*V.0621FOgr' "Tioti•FloorriAr00: It 4 ;4 kWV Iv (per fan !§W "TOtal.Lo4 flVA5i.04prtlertt :060,indi-EquipOprit doOling'1E0iPttizir,ft 32,9 • F.4y4.1.0-xv,k,pf Tropp 4N4,01A. t4'pc,A., koritokOr Of 1-04( 40,*:.46. MVACumflt Cooling) Rreti ffwer.q0e ( )2s19p Tot1:49) x 1000 1;60 Ar: t'5.-Vaiiidito.Olun1777-11165: 111iN linte:45Val-iditornin- - Ass:e - .:„.. , - .., ..:;...; TiAivoyakiratrp2W,12:iTlars ' ggi7%. , :77:77777-7' iJ V Ojt Mi::$00:::-, 7 .. fiagigi ` biC ',--. '' - ----"'"-• TOO .:::„...,!...., - TO. i'SMcli ''.6,R). :;,5 '.9766 .1Kjusiti4gao,mmarota,_ ja:00 tsbogo'f-id.ohisl,_ —Till 6.ffitlowittdiftos. ' . : 7 l'eijR.3.. SMigiatOgilemoo4Alko.vile ,.,f,G Jf: lk Re8tkiratits ' : i,17,;!, ../ s500.0,it: !;,.7:70.0 [15,tori'jpaws W.25 ao Design- Total..„ 2.3„.:1-91 Arrit7.5 11 AMP, 120/24.0 - Volt, BinglQ Phase, Sentloe Panel INRO P DOW U. -VALUE -- 0.35 LEITER s'' �3".0 R (' ;� j ]I( CA ['' FLOOR PLAN I Rtl-0�JGH Lit 7g1 VENT AREA 1MAX. ROOM PdSSY L naasfrzaQf d cad arc eew an rrpVnIq 9f .m'f 'hfeho r Is • .feria*.. Miff? afio, if r ?r' -•i7 • STATE OF COLORADO D5i�1$ OW or 17.401 � -31N; 3 s JUL 277IA v G < 4660 I 'EGRESS 19.35 SQ. P; 46 iy4'75.; 7 798 SQ.. Fri 78 'EGRESS:.36 tl.4" X 60. 7/4' 12.20 SO.. it • q...14 Fr. 15,E 5g F 1 4040 40 lAr X 40 7/4.' '&86 .5Q yFT 24 .0. - • f07 Flo 7r 2427 5 24 .1 " X 27 11.2.i" 3'6) fi SO. F7 f 48 Sa i 37 5Q- F 8260 8.23'1-1}3.-4.-41 ' o s 4. 28,91::50 F ,14 71 S 67 SQ. ,..1 I b06 �¢ i d 72 ti5.0. p 46 01 /4 . X G. $ 1/4'' ) q 16.23 EQ. 4:73 Ea. 1T1 af, , SO. '. 14 •S'a FT.: 78 50. F T- ii Py r 3040 SAFETY i 24 11 X 48 1/4'" [ 15-$4.>so 2.96 SO. FT; I 74 se FT. # 2468241 h'PK X 68 — a M �: , f ,�7: ; t 5040 i/ . 0 of- ri P)t?3'%i" n :tit: 4dhJ!?he.eYoroom: fil `--- " .S . 1., Yi -.ono=-h '' Gra - - 5 F t:7 s . Cs -+ l3:9crmrs70il r J/ fs--rJ69iv"-firid ?fv. morn mal' no :tutiseri ld uS naasfrzaQf d cad arc eew an rrpVnIq 9f .m'f 'hfeho r Is • .feria*.. Miff? afio, if r ?r' -•i7 • STATE OF COLORADO D5i�1$ OW or 17.401 � -31N; 3 s JUL 277IA v G < • ELF ,TRICALi 5CHEOLE • Ewen 'sG"�7.'1?bh�Y??1'�:LgG1GfP«YEy'3W7 r • 7 30 .5 13 51' (ir PT!ONE;IV (00_, ri SPA6r ELP qr{.•y!¢.YNYSSlC1'iM,011taS'N'.::'+k'P,it."�l^fF�Xii�SS'�:.t 1'+iLR19.R :(G::@/.5:1'1'3.12ACtF.V E;w zA-ELECTRICAL PANEL (ELEc! RATING = 200 AMP) - _ 15 AMP RFCEP7- - `ICK OR313ET EC T -AL 8J4? , KITCHEN, t TEl?IOO r' & D/NINC C v ` RECEP1S ARE 20 AiliP ALL _C/RC/I1 S NOT G 1 PROEM MUST BE PROTECTED BY ARD FAULT BREAKERS .15 13,1-17 ED fl._ED FAN I -7A: A -LIGHT DRYER y11_ RECEPT -AU BONI HS MV/) G?0UI (31iV( PER ARTIE 250 NEC -SER,CE fMI ME//7 F !NSTN_15D PER ARTICLE 230 NEC .-RECESSED 10/1T FIXTURES PER 200E i N1!02 it. I1 • -Ail 15 & 20 AM RE EPTS 4T.1LS3r: l4S/T'ER RESISTANT jiitEG' 406.11 H/1487/- / . :414.141,0•iz:. • • ":.,- .ty• "7---•••••\ t COZOlid? .1).1,V1102/ OF ii0071,4/ X:Ng .5.1.12.1ERNAT S.7.71M17 Priit S,e1 DT//J 490R03 Wade' Ne: iiii/487 — 6ler4too:0ci ,9,prO,' Nevdfion" 57th" fes' r/e:zrpdr WOOQV54pri7Ts) Pwrnoe 0040,s7 lbr edorl 'NW fool over sea level toltd derahan P 5745 .M64 41YRI.,-000A Furnoo6). Out,17..W. 1572271 72, 000 32: 8% /6546= demtzon • 77-T11 000 OA" /8$84 deration 8 000 —1888.4- deratz'ort 6/6/6' -- aetlux'eai iToqg 72,000 /6546 --- deration 55451 -- adjus-4K1 ouZynd 4147Z:ii," 5,4K14 .,441,10v0.,, • WriAtr '•••131I° FW7" Palm giA • , ANL •-) •f idprK,„ • . v,WWWAliti.W4Pggq:?n"*TEMMAMAMMWAM.M... . "v.WF,P417$07MW4MOirr.40)1,MMT.V.MR52=1. wql.r" • Lap *kr:4e p0612,00.40014.14`• •71; ,..,1„a4teetotsgtpAlAfAleftiVillitt- SWIP;' Riob.rr ,re.r•Or4-• 17101:10:1. • .4:7M+,74,7arTM.P. ANC1* 44. Vit:#14.t.4440;92ilitfif •, ; • „ • . . . . - . .. • • - . ,.. .• .. . , , .• - • - •• . . • ' „... .:,..:,: ,....,',,,,,:';',,,,,F.:1],l,Z.±.?„',.",)t-•::.;,=a, 4 ,::.i,,'..',',,,,, ':',1,,,.. , 4,*..1.",!,,,..:,,...,,,,,,,,,,,';',,,.7,1_6.,-,.. U.,:i - ?..„.:t: :::.,..",....'),': : r :,:,,,,,,::2-,',,,/.,!,.:7.::•:;..,-,.',,,,.;',;,,,,:<•;,:,, ..., • ,..-Zr 7 ,,,, ,q ' ' • ,,' •-• .,,,,,' ,- ,1,:::-.,..,..V.,,,..,:•,.. '-:,,,:0•L;C:-',,,X::.,,,,!..L,,,,,,,,,,, ,. . ...,. ' *NO ;9460714rOo.:404M" . @re"' . "' • •''''' '''''''''' t'''' '''• . - -,..,' - , . , • , . , te,,L: , 7,. , ,_ ,. J^14kr6,9 -a..o.do.,•..is.,:sv.,,,,n4,,....i.,', •-• r, . '.• ':..... - : ,,•:....?:::14"""i.'-::'7,7re•:-.'k. Trii.‘ ' • • ''''''': '',.•:-,..i;r:.:r. '....,2'.:''' • :,.• ,:. ''.:•"'... ":"..' ' 'f ''',.,,""`Ilif.iiill6ii...,.."'''''''..-.7'',.;':...?:::li:::':;.,,:.."'IP-''....:,''.'.'"-I' . .. ,..,,,,....... .,..„ , ..'..".. MA_tfi§L0,r: . : -..1$Z...,:0.;.,..1i4:..„.,'„..-t 100000101q40xv010 ..„„.'..„:„. . 0446-40= 0044:0.40.:11.,' nr,oc.-.rvo 4 '194.°4 414; I rks-rxr,. 1.41*fflo10..vm) :.0itor,Of01,f1V2C4r19 S.,:P41:1,.. ill$3.$ .160 • W.A.,' v.. "V 4.F..v,"&i,viV.,,f^,17A%".1*.'.4tr'TH:M.4!,.:'044,P.O..4*.igia:0;03SigikZ.rehar";.4'.10.'.' MNUPNT $r. tn AL00-.VE HAL UTILITY fa.p...tip,\KANIN0 JAEKINI: • MATH Nfel360 ligtA ErelNe ROOM Altai BASEMENT 92 .eE 400• Bth 00:•aw. dfoiptuti i.r120 •tOOYING .500.1PWON'T Make GeriA BEP V.3:0 T.Me OrV.0 AM)If • ,'#.1.0,1091/ 0:i1010'cool,ing Lotovpirdyrig. .0 N1rt, 32 :HdfFt 0„a55 OrjrgB4!!-1 Lo5.ao 1,•00 11,.6 EER,1.9.2,pp 11!q. iqt400t.I.Ow liktg:0;1t§r .$fAtiO0sEitiro Liag6s0400 Mat ratio - • (f. liv.1 bad r , Cjg.iaaci Pull) (Btiiii.) al 3420 pp 22 225,1 Th 177 • 367 196 345 2353 0 0 .95 1372 483 12's 1.2 4.6_ 518 81$7 079 192 2747 1172 294 9417 2940 34 0 • '0 39.5 6776 4204 2.4 0 0 2501 11238 0 Ht2AVF (dim) 114 75 115 0 46 40 105 91 114 0 192 0 374 PrInteuteetifledby-AGOAto metrequirmentsof,Moual 480) E0. wrightsore FADMOikarte4ANMI4117043,1tp MO-.MJ� oriertauem.ENV Gig Of,' 144 117 24 10 6e 32 31 287 77 1.93 278 0 0 2010-Juh19-12r12:00 Pag. fnOrelip809 • i Rpm 5008 41847 ' • • 24.02g - z4 1.870 . 1•;3'8 ' ifit' u iii S - '' - kiiktx :ice '46516i.4 a 'iIi4c • Printout .ccrtified. y,A.0 to. ppt a€I r it mt3nts of Mangy&€ J 8th Ed, 'Fith,qultOat,MIS'403.7 i;1 i RKIVROWI FA$.7 Vhdiis'.�i- Mt4IMM48704n;p •r, P.n.s 2 m. J •I I7IID I 7,f N4, '6k.1B,V.9' • ..,44,0 i4 A444.. -," Ju. 248 2 : g iJ I r Ji ilf,,,,,,,s,',-,.;•: tdA,...77---,,- ..zo,.... ..,,, , 77 fr 15 A&IP r 4.4•47.0E1/VW 4.11217 £ 6Ai7 faTaf£. t, tE ffJf? & PsTltNG ! ECEPTS .4RE; 2Q AMP L CIRCUITS NOT OF 1:?fQ7EC7EL' fsr PROTECIW 04 ARC JLT 15 & 20 AMP ft" CEPI3 'UST TAMPER RE5 T4Nr7 (NEC -VS_ 11) f24 7-27 Y»- •0,7 3 i37 -JUL 2 7 2 APPRO M;122 o\ 467.3_:.k,dwgf.Y/. f.2 ji 4 :.5. ;? g.. a :> r ;fir tp .i i , vL :L......;:., • ' . _.;,;.... 1:0 pp: • 1'14: 167 114 • 4 t I ;VI/ tRadarker fi'dino met pipirg mar fi • drag' 0 to bo Installed by i BibbbyAt's4t1, Aff )rd!* suhjexetO foca1 TvOviremant i'1214-'4a,Or3V4.1 3- poor RANGE -3-3"'xi tie tor 7•EE fr°weer F !LF 4-P 1,41k7e4.3 ,, xX.1-FrNi Nov Pg.4E lia DiTalaiiItT MO6,6- ! 0; Rarot tors ilp-Afor.AzoliE fr›. i24P'„ AV rfiE MP-1,7-W1l ft"Afi-4,.F..kr 6 fift. 1;1,d .EIFAX? • tCF LITT" ROT -60,5fAie r var 4164. •-., It4M12•Wa. ... " • " 09'..1rtirf "V .1 v4rg4...,y 1 /27 ts 400 2 (:) 1/4 YEW . .. , _m,.::::7.,u,• - ir %gra ,if --t-iia-1;TietP f i ' /2!'-' •,5,A U . sw..its.cifvf--egfr t f „1.2' Ls; F18000,1 " 2'` tgOsT tr. cOs'aii: V r,fr rigir EtErg 14V - I/2! frav, tang& MS.; r EPTLI fgr,i.nr; • 2'..,DOZIRLE.7.,. 174 tiEND',1 "411)M.0.3"T1RJ. Ficr1R oR InT.; captic. P'�2 G ABOVE WING' ktAllia:=AREii• Aels- 13,*? OUP2.00 8r 1i1MAV ' MF.,kigm--ffitE • -5TRL'OF.i:k6iPkT, f /2" MOST 'i".43-070RE:f f.,..2.45.• bar c, -ENT rt.1701i, _ . rAo .2" :iy27 e-0,40 ff.Botto • • • L. - T • -,--)natiar 1Pitt -LIAMMUI—. NE, '941. mil- wis. y • • • tr., -4/.0# A = 7 -t-r-,-14- "WTF.:57,,Am24,6.0401vi two r•th'!;:ni STATE 0;x0F,,:,1•-,tri, t•Ir: JUL. 2 7 2010 11 2 ,17 A fffrvi ritYANg-, fr,:ritP 17: spa rgr • vognaTi.r-tivji fro; 'vANOtp,i.:p19,4.9-.61-,..W.1-R\29 = .7, 2P -r? 470-rdt. 04W-e.74144.1M-WqM.1:4" . " Tafejdt;:::. :•"! :.- Tis48-60. Account Page 1 of 1 Account: R044423 Location Owner Information Assess_mentHistory Parcel Number 2393-082-05-038 Owner Name PRATT, RYAN D & Actual (2010) $168,870 Situs Address GRETT-PRATT, MEGANN Primary Taxable $48,970 City Glenwood Springs Owner Address PO BOX 1890 Tax Area: 011 Mill Levy: 56.9860 ZipCode 81601 CARBONDALE, CO 81623 Type Actual Assessed SQFT Tax Area 011 - 1R -MF - 011 Land $168,870 $48,970 10934.000 0 Legal Summary Section: 7 Township: 7 Range: 88 Subdivision: PINYON MESA PUD, FLG 1 Lot: 38 Transfers Sale Price Sale Date Doc Type Book Page 12/09/2008 .023 $99,000 06/14/2010 432 $209,000 01/14/2008 WD 09/24/2007 DCL Tax H.istory images e GIS Tax Year Taxes .._-....m...,. - _. w 2010 $2,790.60 2009 $2,794.96 https://act.galfeld-county.com/assessor/taxweblaccount.jsp?accountNum= 8044... 1/17/2011