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HomeMy WebLinkAboutApplication - Permit, • · Garfield County 10402 Building & Sanitation Department 108 t/1' Street, Suite #401 Glenwood Springs, Co. 81601 Office-945-8212 Inspection Line-384-5003 () \~f Job Address FB!:r. 055( .':i?u.a ~ T AAu Nature of Work Building Penni! P.../f-1~())/-00 .. ,;;53'8" Use of Building "SjF dllf'f,q w/(t?l/·c:A:¢ } Q/1 ~ (;;;;;! 1::.:;·"::t Owner £ict/-ct'8 ~ ~ I ~ Contractor (JW f?e/L Amount of Pennit $ 508/·1.3 Date ,L(f6 .. cfi.- ~tpliG J/i'SO . - 5/J/.)3 Cierk ~fo/kt \. GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8"" 8beet. Bulte 401, Olellwood Bprlllp. CO 81601 PhODe: 9~945-8212 I hll: 97~70 I lupoc:tloll Lllle: 970-384-15003 • Permit No: ((J{{{j).. ·OSJl 2 3 4 5 6 Use of Building: 7 Desc;ribe Work: 8 Class of Work: 0 0 Driveway Pennit 0 Single Double Ph: Height: \b l 0 Alteration Addition 0 Move On-Site Sewage Disposal Carport: ~ SiteP!an ' Lie. No . No. of Floors: c:. o Remove 0 Single 0 Double Adjusted Valuations: CYnCE A S RATE ElECTRICAL PERMIT IS REQUIRED AND MUST BE .....__1-I'.,.UED BY TI-lE STATE OF COLORADO. 11ilS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WinU.N 180 DAYS, OR, IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY nME AFTER WORK IS COMMENCED. I HEREBY CERnFY ntAT I HAVE READ AND EXAMINED THIS APPUCATION AND KNOW THE SAME TO BE TRUE AND CORREc;r. ALL PROVISIONS OF LAWS OOVERNING ntiS TYPE OF WORK WILL BE COMPLETED WITHIN WHETHER SPECJI'1ED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO OJVE AtmiORITY TO VIOLATE OR CANC OVISIONS OF ANY ontER STATE OR LOCAL UU\ G CON UCTION OR TI-lE PERFORMANCE ..,4-..1..&:~~~~ ON. Total Fee: 30 81 ,.'3 +S~ rJJ I 3 J31 !.]_ OCC Group: --:I7i2-L- Zoning: AGREEMENT Permit Fee: J 867 3 ~ I Dated Permit Issued: Const. Type: Setbacks: ISDS No. & Fee: 5o co -;ff L{3D) ~·~~~t? PERMISSION IS HEREBY GRANTED TO THE APPUCANT AS OWNER, CONTRAC1UR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCf TilE STRUCTURE AS DETAILED ON PLANS AND SPECIFJCAnONS SUBMITTED TO AND REVIEWED BY TI-lE BUIWINO DEPARTMENT. IN CONSIDERAnON 01-" TI-lE ISSSUANCE OF ntiS PERMIT, TilE StONER. HEREBY AGREES TO COMPLY WITH A1.L BUIWING CODES AND LAND USE REOUU\nONS ADOPTED BY OARFIEW COUN'lY PURSUANT TO AlTiliORITY GIVEN l.N 30.28.201 CRS AS AMENDED. THE StONER FURntER AGREES ntAT IF TI-lE ABOVE SAID ORDINANCES ARE NOT FULLY COMPilED wtrn IN n!E LCOAnON, ERECnON, CONSTRUCTION, AND USE OF TI-lE ABOVE DESCRIBED STRUCTURE, TI-lE PERMIT MAY BE REVOKED BY NCYnCE FROM TI-lE COUNTY AND ntAT TI-IEN AND TI-IERE IT SHALL BECOME NULL AND VOID. TI-lE ISSUANCE OF A PERMT BASED UPON PINlS, SPECIFlCAnONS AND OntER DATA SHALL NOT PREVENT TI-lE BUIIJJINO OF'FlCIAL FROM TI-IEREAFTER REQUIRING TI-lE CORREcnON OF ERRORS IN SAID PlANS, SPECIFJCAnONS AND OntER DATA OR FROM PREVENnNG BUII..DINO OPERAnON BEING CARRIED ON n!EREUNDER WHEN IN VlOV.nON OF n!S CODE OR ANY OntER ORDINANCE OR REGULATION OF AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVAnvE AND IN SUPPORT OF TI-lE OWNERS I.NTEREST. . nllS JURISDICTION. n!E REVIEW OF SUBMITTED PLANS AND SPECIFJCAnONS AND INSPECnONS CONDUCTED ntEREAFrER DOES NOT CONSTmJTE AN ACCEPTANCE OF ANY RESPONSIBIUTIES OR UABIJ11ES BY GARFJEIJ) COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. n!E RESPONSI BIUTY FOR"'""" ITEMS AND IMP!.EMEr<rATlON DURING CONSiliUCilON"""" SPECIFICLW.Y wrm mE Aim"'"': E IIUIIDE~ p J ~ 1176"1D .. ~·~;VET ANO~~~jt""-•'"~' C-Vy::t:l:_ 5Y!b 3-'ik-D7 (t:, mi- ft) I))QQ. o3 The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. All bathrooms must be complete, with washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all IBC and IRC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made; 8. A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, and/or State Agencies where applicable. 9. If you will be connecting to a public water and/or sewer system, proof of the tap fees have been paid and the connections inspected by the service provider prior to issuance of a C.O. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****A CERTIFICATE OF OCCUPANCY MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDmONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a Certificate of Occ for the dwelling under building permit # /&0).... Signature Bpapplicationoctober2006 '15-7 -07 Date VALUATION/FEE DETERMINATION Applicant 1-rt~rT Z \L~ Address r60 Date 3 -'? -2-o...., Finished (Livable Area): Subdivision T~ b~tt4l \ u Lot/Block TIZ.oH-1 t Contractor s 61 F Main '2.Z.ef> x 1"1 "'~ := \lo, 'i\.1 'B'\ Upper Lower Other Basement: Total Square Feet Valuation Unfinished lo7e )( L\ \ : YY 1 \'\co 00 Conversion of Unfinished to Finished Plan Check Fee for Conversion Gara~e : Valuation ~5""8 .x 's -lS .~'-'11 e Valuation Crawl Space: 1. X..:~ - Val . ~4'-f I -uauon Decks/Patios: Covered . ~ "!>"\ X Z"{ _ ZZ l.i l l:. ~ Valuation - ' Open Valuation Total Valuation 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 infonnation before the plan review can proceed. Other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design . Applicants are required to indicate appropriately and to submit the completed checklist at time of application for a permit. Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line and original grade. A section showing in detail, from the bottom of the footing to the top of the roof, including re-bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house-rap, (which is required), siding or any approved building material. Engineered foundations may be required. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. wind speed, wind exposure B or C, and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IRC. 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each comer of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. (NOTE Section: 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the envelope. Yes V 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying for a building permit on is located on a comer lot. Special setbac7pply. Yes. ___ _ 3. Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? Yes V 4 . Does the site plan indicate the location and direction of the County or private road accessing the property? 2 Yes / ----- 5. Are you aware that prior to submittal of a building permit application you are required to show proof of a driveway access penn it or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge ~:-"?'at 625-860 I. CoNr~l AND'( ~~ •. KL612. [_ '&;EI<\ r ,., 0 N ) 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing. steel in accordance with the IRC or per stamped engineered design? Yes V ----'----- 7. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces aniJhe clearances reguired between wood and earth? Yes \( €1\\ \l\~ \\S )'E e. ~v\)E 8. Do the plans indicate the size and location of ventilation openings for the attic, roofjoist spaces andp ffits? \ J tt Yes V V..E]'(\~~ P6 'ft~ \.:o~t: 9. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and wind loads? Yes v' 1 0. Does the plan include a building section drawing indicating foundation, wall, floor, and roof constructiojl'? Yes v 11. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof t'3f(ers or joists or trusses? Yes V ------- 12. Does the building section drawing or other detail include the method of positive connection of all coluv and beams? Yes ______ _ 13. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flatj:OOf? (Building height measurement usually not to exceed 25 feet) Yes V ·------ 14. Does the plan include any stove or zero clearance fireplace planned for installation including 3 15. 16. 17. 18. 19. 20. 21. 22. 23. make and model and Colorado Ph~ II certifications or phase II EPA certification? Yes No V ~~'2 \~ ~0 <;\b\SE oe ~\~'PL(lQ Does the plan include a masonry fireplace including a fireplace section indicating design t d comply with the IRC? . / Yes No_...;_v ____ "'"-E~ \~ NO <f",~~4\(.f2. Does the plan include a window schedule or other verification that egress/rescue windows from s1eeping JP61D S and/or basements comply with the requirements of the IRC? Yes v No ------- Does the plan include a window schedule or other verification that windows provide natural light and ventjjation for all habitable rooms? Yes v No ------- Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify ¢ety glazing for these areas? Yes ;;' No ------- Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? / . / Yes No V v.JtLL ~€ IN~If\LLEO •"'\ 'qf\~E: 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 covepants? Yes V No ------- Do you understand that if you belong to a Homeowners Association (HOA), it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? The building permit application will be accepted without it, but you run the risk of the HOA bringing action to enforce the covenants, which can result in revocation of permit issued. Additionally, your Plan Review fee is not refundable if the plans have been reviewed by the Building Department prior to any action by the HOA that requires either revocation or substantial modi fication of the plans. Yes V No ------- Will this be ~ only residential structure on the parcel? Yes V No Ifno-Explain: ______ _ Have two (2) complete sets of construction drawings been submitted with the application? Yes V 4 24. Do you understand that the minimum dimension a home can be on a lot is 20ft.wide and 20ft. long? / Yes v' No ________ __ 25. Have you designed or had this plan designed while considering building and other constructio9-code requirements? Yes V No ------- 26. Do your plans comply with all zoning rules and regulations in the County related to your properties zonc;..d istrict? Yes V No ------- 27. Does the plan accurately indicate what you intend to construct and what will receive a final inspection bY1:h e Garfield County Building Department? Yes ~ No ______ _ 28. Do you understand that approval for design and/or construction changes are required prior to the appli:93 tion of these changes? Yes ~ No __________ _ 29. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your building J!Prln it? Yes V No ·---------- 30. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made from 7:30a.m. to 3:30p.m. Monday through Friday. Inspections are to be called il)...to 384-5003. Yes V No ---------- 31. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $5JY.OO re-inspection fee? Yes v' No _________ _ 32. Are you aware that you are required to call for all inspections required under the IRC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy,;O fthe building? Yes ~ No ___________ _ 5 33. 34. 35. 36. 37. 38. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for an Agent and that the party responsible for the project must comply with the lRJ2? Yes v No ------- Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required a t)i.me of applicable inspection. Yes v' No ______ _ Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Schedule Number for the lot you are applying for this permit on prior to submittal of a building permit application? Your attention in this is appreciated. Yes v' No. ________ _ Do you know that the local fi r_y-district may require you to submit plans for their review of fire safety issues? Yes V No (please check with the building department about this requirement) ~U::ASE f\U\1' S.E Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading permit?/ Yes ---- Are you aware that if you will be connecting to a public water and/or sewer system, that the tap fees have to be paid and the connections inspected by the service provider prior to the issuance ~ertificate of Occupancy? Yes ____ _ I hereby acknowledge that I have read, understand and answered these questions to the of ·cy. '3~1 -ol Date Phone: 9/0 3l><j 3 o 2S"" (days); ~t=S\"UEJj<£ -~b2~::>:-3=..=S;...;;S~3 __ (evenings) Project Name: ~ P,f!\2.\;E Project Address:._-..~l~..--.Js...l...ool!:...::pL. --------------------- Notes: If you have answered "No" on any of the questions, you may be required to provide this 6 infonnation at the request of the Building Official prior to beginning the plan review process. Delays in issuing the pennit are to be expected. Work may not proceed without the issuance of a permit. If it is detennined by the Building Official that additional infonnation 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 pennit or delay in proceeding with construction. Bpminreq November2006 7 < 8G:< l 1* ')'5)7 02~\8 ~I NOli). L fos.l t 'X 08_ o d: 5l-33\-t\"9~ --n=at()~~ \ :l.'l2\NaUJ. (z) a~h€o<. ::)f ·-;)sJ7 059\8 . ~ .3r~j ..l.S ~s.. . .::) ~~ J -~.)3~v~t1 ~~~~os:_ (t) h-=tt. W3_LL~3j PLAN REVIEW CHECKLIST Applicant F121[T2JC.E Building /Engineered Foundation ~Driveway Pennit . tJ~ f1'M4WJ.J -~-Surveyed Site Plan P t~ Lseptic Permit and Setbacks .JL'Grade!Topography 30% V Attach Residential Plan Review List ~inimum Application Questionnaire Lsubdivision Plat .Notes ~Fire Depanment Review 4 Valuation Detennination/Fees __ Red Line Plans/Stamps/Sticker £Attach Conditions ~Application Signed ~Plan Reviewer To Sign Application / Parcel/Schedule No . ~ 40# Snow load Letter· Man f. Hms . L Soils Report GENERAL NOTES: Date __ s-=----.:z:.....-z_-o_;__7..~....-__ ~Zoning z:Line Setbacks __ 30ft Stream Setbacks .MFJood Plain ~ding Height ~off --e e -'::f.ARoad Impact Fees ~Approv~ __ Grade!T opography 40% ~ing Issues kl..\~jL{ P.L.4T ~ufii' ~-/~·~1. --&iE'division Plat Notes 9706253558 1560 Broadway, Suite 1350 Denver, CO 80202 FRATZKE PAGE 02/02 Inspection Report Permit#: 625691 Date Inspected: 10130/2007 Permit Holder: ELLIS ELECTRIC, LLC. ROBERT ELLIS 0870 CR 229 PO BOX 433 SILT 816520000 Phone: (970) 876-2636 Fax: Email: anexquisitedesign@msn.com Site: 0551 Deer Run Trail Rifle, Garfield County, 81650 OWner: Status: Brian F ratskle Accepted Inspection type : Final NEW Phone : Partial Inspection: No Trim Permit N RESIDENTIAL RESIDENTIAL NEW Inspector. Cyrus Tuchscher 970-625-5085 Corrections : 1) Corrections all addressed and repairs made. 2) Electrical Final OK 3) No building pennit card available Signature Comments: 10130/2007 Page 1 of 1 ~1-tb-o+ c~ S3Lt':l- rt.t· $S'O GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 1 08 Eighth Street, Suite 201 Glenwood Springs, Coloradof 81601 Phone (970) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT PROPERTY Owner's Name ttqtZK-8 I ~ Present Address() \6 '1--fc¥ tun ~5r o -(A_ System Location .b f!Pl t U Y) Jfa iL ['.\ "'\ ~ Permit 4307 Assessor's Parcel No. d I }}·0~\ -00-54-b This does not constitu te a building or use permit. Phone G~S' ~ "35'5 .3 Leg~OescM~ion~Anessor~Pare~N~~~~~~~~-~~~~\--~~~-~S-~~'~~~~~~~~~~~~~~~~~~~~~ SYSTEM DESIGN -~~~-Septic Tank Capacity (gallon) ~~~~--Other -~-:....:::0~--Percolation Rate (minutes/inch ) Number of Bedrooms (or other) --~-,.&-- Required Absorpt ion Area -See Attached Special Se tback Requirements : Date ____________ Inspector --------------------------~ FINAL SYSTEM INSPECTION AND APPROVAL {as installed) Call for Inspection (24 hours notice) Before Coveri ng Installati on System Installer --------------~-------------------------- Septic Tank Capacity ____ }._ . .:.O.c.· .;::0::;....::0=----------------------------- Septic Tank Manufacturer or Trade Name -----~..:::::;; ________________________ _ Septic Tank Access within 8" of surface ___ ---o~....,::;..._ _______________________ _ Absorption Area ---~{.,~~:.-l:f.~. __ ...:Q~...:\V...O.~-<--...l...___.,'\f----':r_ . ....,o.. .... l.-..;b""' . ...,..\-tht~rt:~""b .... _... ·;...!''-------- Absorption Area Type and/or Manufacturer or Trade Name ____ .1...,· .,;l>;o.-'"'£..s:::.•-\.&.....l\n~"'tr._6+. =--rt.~---------- Adequate compliance with County and State regulatlonslrequlrements ___ ..:,".J,'r..;-d....,5~-------------- Other _____________________________________________________ ___ Date 9-laD± '"''"""' &g ::r.""" ·~ RETAIN WITH RECEIPT RECO S AT C-CTION SIT; •CONDITIONS: 1. All installation must comply with all requ iremen t s of t he Colo rado State Board of Health Indivi dual Sewage Disposal Systems Chapter 25, Art icle 10 C.R.S. 1973, Rev ised 1984. 2. This perm it Is valid only for connection to structures which have fully complied with County zoning and building requiremen t s. Con· nection to or use with any dwelling or structures not approved by the Building and Zoni ng offi ce shall automatically be a violation or a requirement of the permit and cause for both legal action and revocation of the permit. 3. Any person who constructs, alters, or Installs an Individual sewage disposal system In a manner which Involves a knowing and material variation from the terms or specifications contained In the application of permit commits a Class I, Petty Offense ($500.00 fine-6 months in jail or both). Wh ite-APPLICANT Yellow· DEPARTMENT LINE l.J L4 L:i L8 L7 aJR\1£ RADIUS 3 150.00 4 75.00 ~ 110.00 9 105.00 10 105.00 Site Plan Tract 1 of the Tamburello North Exepemption Situate in the SE1/4NE1/4 Section 2, Township 6 South, Range 93 West ofthe 6th P.M., County ofGarfield, State ofColorado ...... , ... -Mi-.. ~ 13J9.49" Property Description Tract 1 of the Tamburello North Exepemption County of Garfield, State of Colorado Owners Brian and Kate Fmtzke Scale: 1"• 200' UN£ TABLE OICTH IIEARING !1.11.114' N_02"02't4• W 9~.~ N 40"47'41" F !10.00' N 119~'41" E !10.00' s 00"34'19" w 112.57' N 00"34'19" E CURVE TABLE LENGTH OiORO BEARING 112.13 IOV.54 120.51 107.911 s !111"49'29" w 52.70 51.76 " ~~,~··a·_ w 52.20 51 .67 N 7!\-:\n'n~· w 25.86 25.80 N 54,2'1111" W DD.TA _42'49'55° 92'DJ"JT 37"44'49" ••'1111:4r • tf"",/,., .. ,?,tr ;:;d,%.,. Ao Platted -lndlcGtoo Arect CMII' 25lli S1apo. (Thno Aroao '"'" Rntrictod lnm O"""'cpmont, Bulclln~ En..topo muat be orwal• than me ac:n with Ina t/1.., ~lli SlopOL) No!e: Areas of Less Than 25~ Slope lndrmled on !he Final Plat We"' Denvmfrom lnleopolatooJt of USGS Omt""rS otnd does no/ """""'tely Dtptcll::.mlong Tbpo(ltaphy. An on Slle Ft~ld Suroey wro..-conducted lo Aoxu,../ely lndicule Areas of Less Than 2590 jQ Shown Herron. Rl•er V•ll•y Sun-ey, Inc. 110 East lnl. Slrm. Suite 207 Ritle. Coklrodo 11650 SURVEYOR'S STATEMENT I , SC01T E..IIIBNER, A REGISTERED LAND SUilVEI'OR, UCENSED UNDER THE U\WS OF THE STAlE OF COWRADO DO HEREBY CEJmFY 711AT 7HE SURVEY SHOWN HEREON WAS PREPARED ON THIS DATE, FEBRUARY 22, 2007 BY ME OR UNDER MY DIRECT SUP£RVISION AND CHECKINO 'lliAT 7JIIS MAP IS A TRUE REPRESENTA110/i 77/EREOF. BIU.Pltm Ttact Olle, Tamburello &emption Ph: 970.l7'J. 7U6 Fu: 97~35-5775 Brian and Kate Fratzke 0588 County Rd. 216 Rifle, Colorado 81650 ""110111·01 ... ... 0<. •• r.-.'ll::rmnoo .... .... .......... lllOI-« ...... ., ' 0 D 0 0 0 Geotechnical Investigation 0 Fratzke Residence Tamburello North Exemption 0 Garfield County, Colorado 0 0 0 Project No. 27-017 January 31, 2007 D 0 0 Prepared for: 0 Mr. Brian Fratzke 0167 Fox Run 0 Rifle, Colorado 81650 Prepared by: Yeh and Associates, Inc. 170 Mel Ray Road 0 Glenwood Springs, Colorado 81601 Phone: 970-384-1500 Fax: 970-384-1501 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 0 0 0 Fratzke Residence Project No . 27-017 TABLE OF CONTENTS PURPOSE AND SCOPE OF STUDY ............................................................................. 1 PROPOSED CONSTRUCTION ..................................................................................... 1 SITE CONDITIONS ........................................................................................................ 1 SUBSURFACE CONDITIONS ....................................................................................... 2 PERCOLATION TEST RESULTS .................................................................................. 3 SITE DEVELOPMENT ................................................................................................... 3 FOUNDATIONS RECOMMENDATIONS ....................................................................... 3 BELOW-GRADE WALLS ............................................................................................... 4 SLABS-ON-GRADE ....................................................................................................... 5 SUBSURFACE DRAINAGE ........................................................................................... 5 SURFACE DRAINAGE .................................................................................................. 5 LIMITATIONS ................................................................................................................. 5 Approximate Locations of Exploratory Borings .......................................................................... 1 Appendices Test Hole Logs ......................................................................................................................... A Laboratory Test Results ........................................................................................................... B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 0 0 0 0 Fratzke Residence Project No. 27 -Q17 PURPOSE AND SCOPE OF STUDY This report presents the results of our geotechnical investigation for a proposed single- family residence to be located on the Tamburello North Exemption in Garfield County, Colorado. The location of the subject site is presented on Figure 1. The purpose of the study was to develop recommendations for design and construction of single-family residence on the subject site. The field investigation consisted of drilling two exploratory borings at the approximate locations shown on Figure 1. One boring was drilled in the proposed building footprint and one boring was drilled in the proposed leach field as a profile boring. Three shallower borings were drilled near the profile hole and were used for percolation testing. Samples of the subsurface materials were collected and returned to our laboratory for testing. The results of our field and laboratory programs were evaluated to develop recommendations for building foundations and surface and subsurface drainage. This report summarizes the information obtained during our investigation and presents our recommendations based on the proposed construction and subsurface conditions encountered. Based on our investigation, Yeh and Associates completed an engineering analysis of the subsurface conditions. This report summarizes our field investigation, the results of our analysis, and our conclusions and recommendations based on the proposed construction, site reconnaissance, subsurface investigation, and results of the laboratory testing. PROPOSED CONSTRUCTION The proposed residence will be a one to two-story wood framed structure with a basement. For basement construction, foundation excavations are on the order of 8 to 10 feet deep. We anticipate the main level floor will be structurally supported. Foundation loads will likely be on the order of 1,000 to 3,000 pounds per linear foot. We anticipate minor grading around the residence to establish drainage and flatwork. SITE CONDITIONS The site is located on the Tamburello North Exemption in Garfield County, Colorado (Figure 1 ). The proposed building site is located on a vacant site within an agricultural area. The site was previously used for livestock. A very steep slope is located about 50 feet to the east. The site is vacant and does not appear to be previously developed. Vacant land is 1 0 0 0 0 0 0 0 0 0 0 D 0 0 0 0 0 0 0 0 Fratzke Residence Project No. 27-017 located around the proposed residence. The site slopes down to the east and southeast at grades of less than 1 0 percent. SUBSURFACE CONDITIONS Subsurface conditions were investigated by drilling two exploratory borings at the approximate locations presented on Figure 1. The test holes were drilled on January 19, 2007. One boring was drilled in the proposed building footprint and a second boring with three shallower percolation holes were drilled in the proposed leach field. The test holes were drilled using a Dietrich D-50 to pre-determined depths where modified California samples were obtained. The results are shown on Appendix A. Modified California samples were collected using a 2-inch 1.0. sampler driven into the subsoils with a 140-pound hammer falling 30 inches. The number of blows needed to drive the sampler constitutes the blow count. For example, a value on the log (Appendix A) of 14/12 indicates the sampler was driven 12 inches with 14 blows of the hammer. The blow count can be used as a relatively measure of material stiffness or density. The collected samples were transported to our laboratory where they were examined and classified. Laboratory tests included moisture content, dry density, grain size analysis and Atterberg limit testing. The subsoils encountered in the building hole consisted of silt underlain by sandstone bedrock. Subsoils encountered within the leach field consisted of clay underlain by sand. The clay and silt was medium stiff to very stiff. Bedrock was encountered at a depth of 16 feet in boring TH-1. The sandstone bedrock was medium hard to very hard and caused practical drill rig refusal at a depth of 22 feet. Two silt samples tested had 73 to 76 percent fines (material passing the No. 200 sieve). A clay sample tested had 66 percent fines. Atterberg limit test results indicated the clay had a liquid limit of 24 percent and plasticity index of 8 percent. The silt samples had liquid limits of non-liquid to 22 percent and plasticity indices of non-plastic to 3 percent. The laboratory test results are presented in Appendix B and are summarized in the Summary of Laboratory Test Results table. Groundwater was not encountered in any of the test holes during drilling or when the holes were checked several days after drilling, and the subsoils were slightly moist. Variations in groundwater conditions may occur seasonally. The magnitude of the variation will be largely dependent upon the amount of spring snowmelt, duration and intensity of precipitation, local landscape irrigation practices, site grading changes, and the surface and subsurface drainage 2 0 0 0 0 D 0 0 0 0 0 0 0 D 0 0 0 0 0 0 Fratzke Residence Project No .. 27-017 characteristics of the surrounding area. Perched water tables may be present, but were not encountered in any of the test holes. PERCOLATION TEST RESULTS Percolation testing was performed at the proposed leach field location near boring P-1. A profile boring (P-1) was drilled near the center of the proposed teach field. Three shallower holes were drilled around the profile boring. The shallower holes were used for percolation testing. Each hole was presoaked overnight. The following table presents the average percolation rate for the three holes. Table 1 -Average Percolation Rates (min/inch :. Boring P-1 --- II H91e#1 Hole·#2 Hole#3 Did Not Perc. 90 70 SITE DEVELOPMENT We anticipate cuts of about 8 to 10 feet from existing grade may be necessary to reach foundation level. Fill placement should be minor. Areas to receive fill should be stripped of vegetation, organic soils and debris. The on-site soils free of organic matter, debris and rocks larger than 6 inches can be used in fills. Fill should be placed in thin, loose lifts of 8 inches thick or less, moisture conditioned to 0 to 3 percent above optimum moisture content and compacted to at least 95 percent of maximum standard Proctor dry density (ASTM D 698). Granular soils can be moisture conditioned to within 2 percent of optimum moisture content. Placement and compaction of fill should be observed and tested by a representative of the geotechnical engineer. FOUNDATIONS RECOMMENDATIONS Based on the results of our subsurface investigation, we believe the residence can be supported on footing foundations placed on the natural soils or properly compacted fill. Based on our experience and laboratory test results, we believe there is a low risk of hydrocompaction and therefore a low risk of foundation movement provided the following recommendations are followed. The following design and construction details should be observed for spread footings placed on the natural soils or properly compacted fill. 1. Foundations should be constructed on undisturbed, natural soils. Loose, disturbed soils encountered at foundation level should be removed and replaced with 3 0 0 D D D D D 0 0 D D 0 0 0 D 0 0 D 0 Fratzke Residence Project No. 27-017 compacted fill or the foundation should be extended to undisturbed soils . 2. Footing foundations can be designed for a maximum allowable soil pressure of 2,000 psf. The design pressure may be increased by 1/3 or as allowed by local cod~ when considering total loads that include wind or seismic conditions. 3. Continuous wall footings should have a minimum width of at least 18 inches. Foundation pads for isolated columns should have a minimum dimension of 24 inches . 4. Resistance to sliding at the bottom of the footing can be calculated based on a coefficient of friction of 0.30. Passive pressure against the side of the footing can also be considered for the sliding resistance if it is properly compacted. Passive pressure can be estimated based on an equivalent fluid density of 300 pcf for a level backfill . 5. Grade beams and foundation walls should be rei nforced to span undisclosed loose or soft soil areas . We recommend reinforcement sufficient to span an unsupported distance of at least 10 feet. 6. The soils below exterior footings or exterior edges of slabs should be protected from freezing . We recommend the bottom of footings be constructed at least 3 feet below finished exterior grade or as required by local municipal code. 7. All foundation excavations should be observed by a representative of the geotechnical engineer prior to placement of concrete. BELOW-GRADE WALLS A basement is planned for this residence. Foundation walls that extend below grade should be designed for lateral earth pressure where backfill is not present at about the same level on both sides of the wall . Walls that can deflect or rotate about 0.5 to 1 percent of the wall height can be designed for "active" earth pressure conditions. For a very rigid wall where negligible deflection will occur, an "at-rest" lateral earth pressure condition can be used . Typically, below-grade walls in residences can rotate under normal design loads, and deflections result in acceptable performance. If on-site soils are used as backfill, we recommend using an equivalent fluid density of 50 pcf for design of below grade walls for "active" conditions . This value assumes that some minor cracking is acceptable. If neglig i ble deflections are desired, a higher ("at rest") equivalent fluid density should be used for design. For "at rest" conditions, an equivalent fluid density of 60 pcf can be used for design. These equivalent fluid densities do not account for sloping backfill, surcharges or hydrostatic pressure. 4 0 0 0 0 0 0 0 0 0 0 0 D 0 0 0 D 0 0 0 Fratzke Residence Project No. 27.017 SLABS-ON-GRADE Based on our investigation, basement, garage and driveway slabs will likely be underlain by silt or clay soils. We believe there is a low risk of poor slab-on-grade performance due to collapsible soils. The on-site soils, free of organics and debris, are suitable to support lightly loaded slabs-on-grade. Slabs should be separated from all load bearing walls and columns with expansion joints that allow vertical movement. Control joints should be used to reduce damage from shrinkage cracking. All fill below slabs should be compacted to at least 95 percent of maximum standard Proctor dry density at 0 to 3 percent above optimum moisture content. SUBSURFACE DRAINAGE Surface water typically flows through permeable wall backfill and collects at the backfill and natural soil interface resulting in saturated foundation soils and/or wet basement conditions. To reduce water accumulation outside foundation walls and in basement areas, a foundation drain should be installed around the exterior or interior of the foundation walls. The drain should consist of a 4-inch diameter, perforated pipe encased in free draining gravel. The gravel should be % to 1.5-inch washed rock with tess than 5 percent fines. The drain should be provided with a gravity discharge such as a sump pit where water can be removed by pumping or daylighted. The pipe should be sloped at a minimum of 0.5 percent and be installed 12 to 18 inches away from and parallel to the footing foundation. The bottom of the pipe should be at least 4 inches below the bottom of footing level at the high point. Crawlspace areas should also be provided with adequate ventilation. SURFACE DRAINAGE Surface drainage is crucial to the performance of foundations and flatwork. We recommend the ground surface surrounding the building be sloped to drain away from the structure. We recommend a slope of at least 6 inches in the first 10 feet for landscape areas and a minimum slope of 0.5 percent for paved areas. Backfill around foundations should be moisture conditioned and compacted as recommended in the SITE DEVELOPMENT section. Roof downspouts and drains should discharge beyond the backfill area. LIMITATIONS The analyses and recommendations presented in this report are based upon our data obtained from the test holes at the indicated locations, field observations, laboratory testing, our understanding of the proposed construction and other information discussed in this report. It is possible that subsurface conditions may vary between or beyond the points explored. The 5 0 0 D 0 0 D 0 0 D 0 0 0 D D D 0 D D 0 Fratzke Residence Project No. 27-017 nature and extent of such variations may not become evident until construction. If variations appear, we should be contacted immediately so we can review our report in light of the variations and provide supplemental recommendations as necessary. We should also review the report if the scope of the proposed construction, finished elevations or structure locations, change from those described in this report. The conclusions and recommendations contained in this report shall not be considered valid unless Yeh and Associates reviews the changes and either verifies or modifies the conclusions of this report in writing . The scope of services for this project did not include, specifically or by implication, any environmental or biological (e.g., mold, fungi, bacteria) assessment of the site or identification or prevention of pollutants, hazardous materials or conditions or biological conditions. If the owner is concerned about the potential for such contamination, conditions or pollution , other studies should be undertaken. The report was prepared in substantial accordance with the generally accepted standards of practice for geotechnical engineering as exist in the site area at the time of our investigation. No warranties, express or implied, are intended or made. The recommendations in this report are based on the assumption that Yeh and Associates will conduct an adequate program of construction testing and observation to evaluate compliance with our recommendations. YEH AND ASSOCIATES, INC ~~~ ,?Zh/ _,~"" ..JJT/~ Richard D. Johnson, P. Senior Geotechnical E 6 I I I , I I I I I I I ~I .JZ::....'"T'~u • \ \ Tract I Hnt.v• Tract 2 .... , .. """" ~·~ --""" ~ •--•-u .... ,J .... ,._ ----------------------------;:::::::_;::: ____________________________ : ___ j Project No. 27-017 I I I I I I I \ "S£!!R:t,"i:'r:r.=,ct' I ' / ~----- Tract 3 U IP'rfA.r.t Not to Scale N e~oo~~~~~o .... laoo~~2oo SCALE• 1' : 200' Legend: TH·1 Indicates Appfolllmate Locations e ol ExploralOfY Borings NOTE: Base drawing J)I'OVIded by Boolcdill Survey SeMc:es. Inc. Approximate Locations of Exploratory Borings Figure 1 [ 0 0 0 0 0 0 0 0 0 S~Ol 310H .lS3.l 0 0 0 0 0 VXION3ddV 0 D D 0 D D D D 0 0 D 0 D 0 0 0 0 0 0 l 0 0 0 TH·1 25112 5 ·····---- 41112 10 ... ······ 50/1 2 15 20 25 30 · 35 ... . ....... .. ···················· 0 7112 .. ............. 5 5019 ... ' .. """" .... ' 10 Legend Sample Types D Uodifoed california Sampler. Thil tymbol161121ndlcates lhat16 blows from a 140 pound hammer l .. ing 30 InChes was used to cfrive 2-lnch 1.0 . t8mplet 121nehes. t Indicates practical dllll rig refus.l. Soil Lithology rrm SILT, sanely, occasional grevel, slightly moist , very stiff. light U1U brown (M1.). 15 ~ CLAY. sHty toslltldy, sllghUymoist. medium still, brown (CL). rrn SAl«), silly 1o grave;y, Slightly mois t. very clensa. lighl brown 1o U1J brown (SM). 20 .. 25 ........................ ----· -----30 .... " ................. 35 Bedrock Lithology D SANDSTONE. silty. sllghUy moist, mecllum harclto very harcl. brown. tan. I~YEH AND ASSOCIATES, INC. GEOTECHNICAL ENGINEERING CONSULTANTS Pro ect Number. 27-017 Fratzke Residence Fl ure A-1 0 0 0 0 0 0 0 0 0 S.llnS3~ .lS31 A~O.l ~08'fl 0 0 0 0 0 8 XION3ddV 0 0 0 0 0 (=::Jc:J(=::Jc:::Jc:Jc:JCJC1:=":=:Jc:::""CJc::Jc::::Jc:Jc:::Jc::Jc:Jc::J -~ YEH & ASSOCIATES, INC Summary of Laboratory Test Results Project No· 27-017 Project Name: Fratzke Residence Sample Location Moisture Grain Size Analysis Atterberg Limits Water o/o Swell(+) I Unconf. Test Sample Content Dry Density Gravel Sand Fines Soluble Consoli-Camp. Soil Description Depth (ft) (pcf) >#4 <#200 LL PL PI Sulfate Strength Hole Type (%) (%) (o/o) (%) (%) dation(-) tosfl TH-1 9 CA 6.0 108 73 22 19 3 Silt, sandy (ML) 14 CA 7.7 129 76 NL NP NP 0.023 Silt, sandy (ML) P-1 4 CA 9.9 84 66 24 16 8 Clay, sandy (CL) CA -Indicates modified Callforma sample. Page 1 of 1 u K -4 INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 14 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date lssued •• ~f..~~~ .... Zoned Area •••.•...••.•.•..••••••.•......• Permit No ••• LQ'f..Q~ ......... . AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the mning, 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 mning, 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 ¥F., ((~/~ Address or Legal Description :(:{J{J as-.. 5? jJa2r /RtU1 /;,::-,, f Ogcr Fllfl.t-Ke Coutnctor OWIJf~ SetbaciB Fmnt Side Sjde Beer Tbis Card Must Be Posted So It is Plainly Visible From Tbe Street Until Final Inspection. INSPECTION RECORD Footing 5-6-07 /i!}n1 UF~ ~ Driveway FouDdation .S-.. (;) s--D I ~ Underground Plumbing ~'/3'b7 Mt Insulation 'ZS -3o -JQ( l0rvL Rough Plumbing 3 .g. (-o ? ~ Drywall q .... '1--o 7 A11vt,./ Chimney & Vent 8-d-/-o 1 ~ Electric Final (by State Inspector) !~!ft. Gas Piping g .. ~l-0 '7 r;JW.-Final 10 ... 1-4. ..o 11 4J.u ,. Electric Rough (By State Inspector) /!Y/t.Z) Septic Final l.f·l'-·C11" (J Framing~,;J.3-o7 ~.&'~ ~=R/~r~~ (To include Roor ia place and 'mdows and Doors installed). ~ ALL LISTED ITEMS MUST BE JNSPECfED AND APPROVED BEFORE COVERING- WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE For Inspections Call384-5003 I 08 8th Street Glenwood Springs, Colorado APPROVEDDO NOT DESTROY THIS CARD Date 'H6 -o:J. By-,:-: ~lltTtt n I J{ IF PLACED OUTSIDE-tOVER WITH CLEAR PLASTIC Parcel Detail Page 1 of3 Garfield County Assessor/Treasurer Parcel Detail Information A ssessorffreasurer ProP-e rty Searc h I Assessor Subset Q uery I Assessor Sales Search CJ~.rk_& Re.cor_der_Re~ption Search Basic Building Characteristics I Tax Information Parce l Detail I Value Detail Sales Detail I Residential/Commercial Imgrovement Detail Land Detail I Photographs I Tax Area II Account Number II Parcel Number II Mill Levy I I 021 II R043929 II 217702100538 II 45.694 I Owner Name and Mailing Address IFRA TZKE, BRAIN D & KATHERINE B I 110167 FOX RUN IRIFLE, co 81650 I Legal Description ISECT,TWN,RNG:2-6-93 DESC: IT AMBURELLO NORTH EXEMPTION TRACT 1 IDESC: AMENDED PLAT PRE:R210706 IBK:0623 PG:0591 BK:0619 PG:0389 IBK:0607 PG:0007 BK:0605 PG:0075 IBK:0605 PG:0065 BK:1883 PG:550 IRECPT:715137 BK:1555 PG:993 IRECPT:645041 BK:1531 PG:675 IRECPT:639206 BK:l531 PG:463 IRECPT:639163 BK:0818 PG:0770 IBK:0755 PG:0303 BK:0662 PG:0435 Location Physical Address: 11210 COUNTY RD RIFLE I Subdivision: I I II I http://www. garcoact.com/assessor/Parcel.asp? AccountNumber=R043929 11/6/2007 Parcel Detail I Land Acres: 1120.725 I I Land Sq Ft: llo I I Section II Township II Range I I 2 II 6 II 93 I Property Tax Valuation Information Actual Value II Assessed Value I Land: I9o,oooll 55,1001 Improvements: 0 11 ol Total: 190,oooll 55,1001 Sale Date: 111/10/2007 Sale Price: 11189,900 Basic Building Characteristics Number of Residential lo I Buildings: Number of Commllnd lo I Buildings: No Building Records Found Tax Information No Tax Records Found Top of Page hsses~.or Database Search Opjions I Treasurer Database Search OP-tions Clerk & Recorder Database Search OP-tions Garfic1d _Coun_!y Home Page Page 2 of3 The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2005 -2006 Good Turns Software. All Rights Reserved. http://www.garcoact.com/assessor/Parcel.asp?AccountNumber=R043929 11/6/2007