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Application - Permit
Gmfield County No. I {0753 I Building & Sanitation Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office 945-8212 Inspection Line 384-5003 Job Address: 109 Lodgepole Circle, Parachute Locality: Stoneridge Subdivision, Lot 1 I 2407-182-25-001 Use of Building: s/f dwelling on unf base w/patios & att garage Owner: Paradise Builders of Colorado Contractor: Owner Amount of Permit: $2,480.53 GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8"' Street, Suite 40 I, Glenwood Springs, Co 81601 Phone: 970-945-8212 I Fax: 970-384-3470 I Inspection Line: 970-384-5003 www.garfield~countv.com Authoritv. -This application for u Building PCrmit must be signed by the Owner of the property, authorized agent If the signature below is oot that of the OWner, a separate letter of authority, signed by the Owner, must be provided with this Application. l..epa! A......,s A Building Permit cannot be issued withont proof of legal and adequate access to the property for pmposcs of inspections by the Building Department Otber Permits. Multiple scpanrte permits may be required: (J) State Electrical Pennit, (2) Comity ISDS Pennit, (3) another pennit required for use oo the property identified above, e.g. State or Cmmty Highway/ Road Access or a State Wastewater Discharge Permit. Void Permit. A Bmlding Pemrit beoomesnuJI and void if the work authorized is not commenced within 180 days of the date of issuance and if work is suspended or abandoned fur a period of 180 days after commencement. CERTIFICATION :I hereby certify that I have read this Application and that fue information contained above i<;: true and correct I understand that the Building Department accepts the Application, along with the plans and specifications and other data submitted by me or on my bebalf(submittals), based upon my certification as to accuracy. Assuming completeness of the submittals and apwova1 of this Application, a Building Permit will be issued granting pennission to me, as Owner, to construct the struct:ure{s) and facilities detailed on the submittals reviewed by the Building Department In consideration of the issuance of the Building Pennit, I agree that I and my agents will comply with provisions of any federal, state or local law regUlating the work and the Garfield County Building Code, ISDS regulations and applicable land use regUlations (County Regulatiou(s)). I acknowledge tbat the Building Pennitmay be suspended or revoked, upon notice from the County, if the location, construction or use of the structure(s) and facility(ies), described above, am not in compliance with County Regulation(s) or any other applicable Jaw. I hereby grant permission to the Building Department to enter the property, described above, to inspect the wOik. I further-acknowledge that the issuance of the Building Pennirdoes not prevent the Building Official from: (1) requiring the correction of errors in the submittals, if any, discovenxl after issuance; or (2) stopping construction or use of the structure(s) or facility(ies) if such is in violation ofColillty Regulation(s) or any other applicable Jaw. Review of this Application,. including submittals,. and inspections of the work by the Building Department do not constitute an acceptauce of responsibility or liability by the County of errors, omissions or discrepancies. As the Owner, I acknowledge that _responsibility for compliance with federal, state and local laws and County Regulations rest with me and my authorized agents. including without I HA VB READ AND UNDERSTAND TilE NOTICE & CERTIFICATION ABOVE: STAFF USE ONLY Plan C\:11 \&"' Date: Tbe 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 & ~old 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 UP 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. ~-SJ'c · ~RS SIGNATURE DATE Bapplicationseptember2007 VALUATION FEE DETERMINATION Applicant Address Date ~P.;:ar;ca:;:d:::;is':'e.::B:.::uc::il;::de::;r::,s -:--------,--Subdivision .:1'0'0"::9:=L;:;o:=dg'=e"'p.;;.ol;;.:e...;C:.:i:.:rc;;:;le;._ ______ Lot/Block .::1.::1:..:17.:.;12::::0:.;;0;.:.7_---'---------Contractor Finished (Livable Area): Main Upper Lower Other Total Basement: Unfinished Square Feet Valuation Conversion of Unfinished to Finished Total Valuation Garage: Valuation Crawl Space Valuation Decks/ Patios 1508 sf sf sf sf X $74.68 1508 sf 1508 sf X $41.00 sf X $33.68 700 sf X $18.00 sf X $9.00 Stoneridge LCJ B-6 Paradise 112,617.44 61,828.00 12,600.00 0.00 Covered Open 64 sf X $24.00 :: I S 3 t. • 180sf X $12.00" ;lj&O. Valuation Commercial Type of Construction: Occupancy: Valuation Total Valuation sf X sf X sf X sf X sf X sf X 3,696.00 0.00 190,741.44 GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQillREMENTS For SINGLE FAMILY DWELLING CONSTRUCTION Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BillLDINGS 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 constrnction 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 1 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 ofthe footing to the top of the roof, including re-bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house-rap, (which is required), siding or any approved building material. Engineered foundations may be required. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. wind speed, wind exposure B or C, and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IRC. I. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each comer of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. (NOTE Section: 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the-tlnvelope. 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 setbacks ~ply. 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 pr~rties), 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 5. Are you aware that prior to submittal of a building permit application you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department at 625-8601. Yes v 7 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing stee]jn 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 and the_;:learances required between wood and earth? Yes ,.L_ 8. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces an~ts? Yes. _____ _ 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 / 10. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes / 11. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes V 12. Does the building section drawing or other detail include the method of positive connection of all colum~nd 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 flvoor? (Building height measurement usually not to exceed 25 feet) Yes. ______ _ 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 mo~l and Colorado Phase II certifications or phase II EPA certification? Yes v No __ ---=-:--::--: Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes ~ No _________ __ Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the IRC? Yes / No. __________ __ Does the plan include a window schedule or other verification that windows provide natural light and ventilation 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 ~fety 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 __________ _ Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision process, are building plans in compliance with all plat notes and/or covenants? Yes / No. _____ _ 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 ifthe plans have been reviewed by the Building Department prior to any action by the HOA that requires either revocation or substantial modification of the plans. Yes V" No ______ _ Will this be the only residential structure on the parcel? Yes / No Ifno-Explain: ______ _ Have two (2)..complete sets of construction drawings been submitted with the application? Yes _ __::/ __ _ 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 construction coge requirements? Yes ./ No ____ _ 26. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes / No. _____ _ 27. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by tbe Garfield County Building Department? Yes v No _____ _ 28. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes ~ No ____ _ 29. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your building permit? Yes 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 3:30 p.m. Monday through Friday. Inspections are to be called in to 384-5003. Yes ~ No _____ _ 31. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re-inspection fee? Yes ~ 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 of the'building? Yes 7 ~ No. _____ _ 5 33. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for an Agent and that the party responsible for the project must comply with the IRC? Yes V No _____ _ 34. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required at time of applicable inspection. Yes v/ No ______ __ 35. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Schedule Number for the lot you are applying for this permit on prior to submittal of a building permit application? Your attention in this is appreciated. Yes V/ No _______ __ 36. Do you kuow that the local fire district may require you to submit plans for their review of fire safety issues? Yes ..._/' No (please check with the building department about this requirement) 37. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading permit? Yes \/"' 38. 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 Q.J'5.:Z~ /o(;)'t(u l gnature of Owner Date Phone: 170-M fJ -86 7 {, (days); Project Name: /D q La4 p<> ~ Project Address: /0 1 L.:.4fo {g___ 5Atut C (evenings) A rc~ckse. Kui IJ"-J'.s Zlf Co . Notes: If you have answered "No" on any of the questions, you may be required to provide this 6 information at the request of the Building Official prior to beginning the plan review process. De lays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. Ifit is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review, delay in issuance of the permit or delay in proceeding with construction. Bpminreq November2006 7 PLAN REVIEW CHECKLIST Applicant {in ~'S-L (j\Je-5 Date \ J-(, -CC) Building _tLE,ineered Foundation --t,.LDriveway Permit dsurveyed Site Plan /Jz__septic Permit and Setbacks 4--orade/Topography 30% J.ach Residential Plan Review List .t.L:Minimum Application Questionnaire ~Subdivision Plat Notes ~Fire Department Review /valuation Determination/Fees \ /Red Line Plans/Stamps/Sticker J4LAttach Conditions __ Application Signed t/Plan Reviewer To Sign Application _LParcei/Schedule No. A 40# Snow load Letter-Manf. Hms. I /Soils Report GENERAL NOTES: Planning/Zoning 1./'l>roperty Line Setbacks ~Oft Stream Setbacks L/F~dPlain _l/'B'_Buuiillding Height ~oning Sign-off ~oad Impact Fees ~HOA/DRC Approval ~rade/Topography 40% ~anning Issues -L,L:Subdivision Plat Notes !fJ153 No. __ ~--~=---------Assessor's Parcel No. ;;J, <f 0 7-/8' J -;25~ 0 lJ I Date II/!~ /bl0/)2 II BUDII.DilNQ PERMIT CARD JobAd~ress /09 c~.~~ ~ f~f?fi63S wff-1~0~ Ownef!~ J, ~ <-1) ~ AddresiOYS' ~ ~ · Phone # (o 13·£'0?<.. Contractor ~ Address ~ 04 ~ Phone # ____ _ -----RH _____ LH _____ Zoning ____ _ Weatherproofing __________ _ Mechanical . Electrical Rough (State)¥bl/5'15/ ff ; Electrjgal ~nal i,State) q~ 26 ~o'fr t.:-4 Final rp:/J.-D'J /Checklist C~om I ted? [ th1fL Certificate Occupancy # ="(.~<:a;...<.~~ ---==--=----,--::=----- Date \ SS.U 6D · 2':S· 09 Septic System # _,_;0-t/'-'A ________ _ Date ------'-------Final ___________ _ Other~v',)P.w"-o:q c;: rf}~0 ...... _ . NOTES (fvvv ~ Q \.3 r\ U /'-D -/ J:o ~...;;..c:::.;;:._ rP .[~~&~ 6 ·-r·7-C) I (continue on back) 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDIMG PERMIT GARFIELD COUNTY, COLORADO Date lssuedJJ.!..~.~J~7. .. zoned Area ............................... Permit No../.9...l?..~ ....... . AGREEMENT In consideration of the issuan\:e of this permit, the applicant hereby agrees to comply with all laws and regulations related-to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied wit)J. in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector and IMMEDIATELY BECOME NULL AND VOID. use5~ 'f>t1l\t "'\ ~4r:.~o:;ci'\Lu_.sQ¥/>ll!<:IISl£t.),ilp"------- Address or Legal Descriptionl~t:\1:\'f;~D\f Cwr~ .. Pc\mdnr,- Oww \Sxlumg, lil\lo!,£\JiiL<j, ~~t:lS)t> Contmtor \)W'I\tf" &t~.m.rn Fr n ide Side f.kaocr ______ _ This Ca1·d Must Be Posted So II is Plainly Visible From The Sticet Until Final inspectio_n. I INSPECTION RECORD I Footing ( /-3o· 01 ~/ Driveway Foundation 3• J¥-ViS (2Yrt./ (,-19-oC( ~ Underground Plumbing 3 -ZH '6 ~ Insulation &-6 -.:?{) ¢.{( 'fJSdA'J'r r.nu£ Rough Plumbing s--z:r::·-o·'f ¢<-!~II /; -1'!-oz, fu- Chimney & Vent.s-:..-z.lf"-oe <,;;::;:,.c./. . tric Fina] (!))' St<~h~ Inspector) .rlu.-oz; Gas Piping ._:::.--Z 8'-oS "-&'u. Final (, -1"1 . oq t9nJL Eleetric Rough (By State Inspector,Y~yJf Septic Final ~ Framing c;,.._:iJ~l'-E of( w, c:,;J:.ttt:Jif!J;Afs' (To include Roof in place and Windows f?'l~ and Doors installed). Notes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING- WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE For Inspections Call384-5003 108 8th Street G!tnwoo<J,i)prings. Co!or<ldo APPROVED DO NOT DESTROY TIHS CARD Date 1\ i!(lcnByJt .· 1 .J.. .. (5= ~LACED TSiDE-COV~JTih::LEAR PLASTIC COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 • / ?.....,. ___ _ Permit No. r ? / .:::. .-> 1 have this day inspected this structure and these premises and found the following corrections needed: &Jif LfAI.(Sp Gt::'/ 6ct7£ t/A/., //../..SC:/LA VO/v' + A{ 4'11JV) ;::{(.PIS 0 u 5-ir/f(e :z?i /<::i£ke e?(./?ID/AJG- //l/~<:1 p ,;£ ' 0 Call for Re-lnspection o $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, caB for inspection at 970-384-5003. Date (!? .,---c 6 20 C.J S Building Inspector --~~~~'~,.,"'~"''~::L _ _!:.?.~,:~~~~~::.-<'::;.~,:;·· ~:~·==-- Phone (970) 945-8212 COUNTY OF GARFIELD -BUiLDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at /c/9 ?P£};:;..cfic_c C/.~; Permit No. /t? 7_.$" 3 i have this day inspected this structure and these premises and found the following corrections needed: 7 ~// 7 ( --·"" r e-::>( . ~ 1:/rslc/.::> .nc . / 0 oV£< ,r • 0 Call for Re-lnspection 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, eall for inspection at 970~384q5003. Date 6 -~ 3 _-------., 20 0 E 7 -H ~~ Building Inspector ~~ c:-.__u~ ·==-- Phone (970) 945-8212 COUNTY OF GARFIELD ~ BUilDING DEPARTMENT 108 Sth St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at ;oczP~ Permit No. /V ¥3 I have this day inspected this structure and these ~remises and found the following corrections needed: :) tp,_.,L z:: ""'~ tJ71-~ -1 s ~ h:;& . f .}('call for Re-lnspection $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correc:tioru(s) have been made, caii for inspection at 970-384-5003. t-It. ~ Building Inspector ~ Phone (970) 945-8212 Date PHONE ___ ~~m<-------.~~----~~~.-AREA CODE NUMBER EXTENSION 0 FAX 0 MOBILE_===-------;;-=;co----="""=.----AREA CODE NUMBER TIME TO CALL TELEPHONED , ~~ PLEASE CALL ' ... ~A-~~r_r:~~·y~~=-~~---~]L~~~:_-c-A-LL_A_~_A.c_IN'-. .,..:-... -.. J .. ·.·· .... · .. 1 : WANTS TO SEE YOU I . J RUSH ..• ·. i· I :' :J ··-·--·----~--------------~·---:---.! -_-' -,--' ~-,-~:~~=~~9_Uf1.~ik:ks:~~~~ --f/:0_,b ~ ? ~ Co ~ ~~~. ~ FORM 30028 -• MADE IN U.S.A. Nov OS 07 lO:OSa J-im 'Pt:lrcwl~se B>u~Lc!ers of C-oLort:loto, LLC- 1045 Hickory Drive Rifle, CO 81650 Office (970)625·2500 Fax Number (970)625·2598 Cell (970)618-8076 FAX TRANSMfTTAL FORM To: Garfield Couniy Building Department Name: Kathy CC: Phone: 970-945-8212 Fax: 970-384-3470 970-825-2598 From: Jim & Vickie Suminski Date Sent: 11/06/07 Number of Pages: 5 (including this cover page) p. 1 MessClge: K~Ath!j, here Ls the lilr£vewtl!j -perv;~Jt for 1.0_9 Lodgepole cLrcLe, 'P~Ar~Acnute, co l?iG>35. TVt~AIILR. eou, vtcR.te Nov 06 07 !0:06a Jim _ _:l:.:;:l:-f•05/2~_~_0'l;_?,~ 5258&2~' 970-625-2598 RUAlJ t~HD &-! ll)f.:::il:. Aeplig!tlqn for Dd.xeway Permit Pers(}" Obtaining Permit: Paradi.ye Builder~~ of Colu, LLC Application Date: 11/512007 County Road Num/Jer: .? 7] District: Silt Permit Number: GRB07-D-110 Terntlnarion Dute' 111512007 lnspect()r: Jalre Mall hereby requests permission Md authority frorn the Board of County Commissioners to constru~t a drivew~y approach (es) on the right-of-way off of Cow>ty Road,.1'Zb .5 mile North of Clot 300, located on the~ side of road for the purpose of obtaining access to property, Apphcatlt submits herewith for t.he-cQn:sidera.tion and approval of the Soard of County C....omm,i$Sioners, a sketch of the proposed installation sh<:>wing all the necessary specification detail inc-luding: L Frontage oflot along toad. ;2. Distance frotr> centerline <>froad to J)l'<>P<'rtY line. 3. Number of driveways requested 4. Width of proposed driveways and angle of approach .. 5. Distance from dtiveway to roadinter•e.:tion, ;rany. 6. · Size and slulpe of area s<:parating driveways if more thon one approach. 7. Setback dismnce ofbuilding(s) and other structure improvements. 8. No unloading of equipment on county road, any damage caused to county road will bo repaired at subdivision expense. 9. Resp<)J!siblo for two yearo from the date of completion. 9~!!era! Provisions I) The applicant represent$ a1l parties in interest, IUld affinns th.:.lt the driveway approach (es) is to be constructed by hhn for the bona fide purpose of sec"U.n'ng acce!;S to his property and not for the purpose of doing bus;ness. or servicing vehicles on the :-oad right of way. 2) Tile applicant shali fumisb all lab<:>r ar,~d materials, perfonn all work, and pay all costs in connection with the construction of the driveway(s). All work shall be O<>rnpleted within thirty (30) days of the permit dato. 3) The ~;pe of con>1l'UCtion shall be as designated and/or approved by the &lard of Ct)uuty Commissioners or !heir represontative and all materials used •hall be ()f Sl1tisf•ctory quality and subject to inspection and approval of the BoOJd of County Commissioners or their represelllative. 4) The traveling public shall be protected during the installation with proper warning signs and signals and the Board ?fC<JW>ty c:;m:umssioners and their duly appointed agentS and employee shall be held harmless against any action :.:or personal lUJUfY or property damage sustn.ln,ed by any reason of the exercise of tht': Permit. 5) The Applkant shall assume responsibility for the removal or clearance of snow, ice, or sleet upon any portion of the driveway approach ( es) even though deposited on the driveway(s) in the cours~ of the County snow removal operat1ons. Nov 06 07 10:07a _____ l.l/_?_EL20J7 09: 59 Jim 6258S2i 970-625-2598 ROf-1!.:1 1:\ND BRID2£ p.3 PAt;:;: 04 6) In the OY<mt it becomes necessary to remove any righl·of-way fence, the posts on either side of the entrance shall l>e surely braced before the fence is cut to pre-vent any slacking o) the remaining fence and all posts and wire removed sh~ll be turned o,·er to thlo District Road Supervisor of the Board of County Commissioners. 1) No revislons or addititms: s~U be made to 1~ dl'iveWay(s) o:r its appurtenances on the right .. of-way witho!)t written permission of the Board of County Commissioners. . 8) Prm"isions and specifications outlined herein shall apply on all roads under the jurisdiction of tho Board of County Commissiom'Ts of Gllriield Couoty, Colorado, and the Spee1fications, set forth on the attached hereof and inc<..~orated herein ~.8 condition:> hereot~ 9) Final inspection of drivew,.y will b~ requ;red upon oompledou !Uid must bo appr..,v•d by person l.'"uing permit or representative ofperwn isstdng por'!ll!t. The inspection and sign off muot be dolie prior to ony CO from the Building and Planning Department being issued. 10) Contractor agrees to all J.>rovisiOIJS in Exhibit A. Snedzl Conditiruts: ). Drh'eway Width-llll't l. Culvert .-qulred? False Size: by 3. Asphalt or <oocr<te p~d requir•d? TlfU~ Size of psd: 30ft Wide x lOft long" 4in tbick 4. Gravel portion required? Fal!le L~nglh: 5, Trees, brusb andlor f~nco need to be removed f~r vlsilllllty? False 6. Distance a~d Direction: 7. Certified Traffic Control R<qulred? False il. Work •one signs req1tired? Tru In signing this application and 11pon receiving authorization and p~ssion t() install the driveway appro-ac.h (es) desc!'ibed herein th< A.pplica.'1t signifies that he has read, undt#'stands and accepts the foreg<>ing pmvisions and conditi<ms r;nd agrees to construct the driveway(s) in accordanoo with the accompanying specification plan reviewed ood approved by the Board ofCowl\y Cornmission<Ts. Permit granted 11/SI2Q!l1, subject to tlle provisions, spodtl~allons and conditions stipulated herein. For Board o~.9\'t)' Commissioners' of Garfield County, ColOrado' 4. Ytd!Jau1 J Representative of Garfield County Road end Bridge Signature p.4 Nov 06 07 10:07a ___ ,...!fj!J],L~gJe\7 09; 5r::3 Jim E-258627 970-625-2598 ROt:.D A-''-D BRIDGE PAGE :::.ttl 1. -" driveway approach ts understood to be that portion of the COllllty road right-<>f way between t)le pavement edge ar1d the propeny line that io designed and used for the interchange of traffic i>etween the roadway and abuttmg property. 2. At any intersectior, a driveway shall be restricted fr.n: a sufficient distance from the intersection to presel'Ve the nonnal a.nd safe: movetn:ent <lftr.affic. (It is recommended for rural residence entrances that a mi:n:imum intersection <ileru:unce of 50 feet be provided a:t~d for Iutal con·tme~cial ent:t·ances a-minlmum of 100 feet be provided.) 3. AU entrances and exits shall be so located and constructed that vehicles approaching Ql' using them will be able to obtaJn adequate sight distance in both directions along the county road in order to maneuwr safely and without interfering with county road tmffic. 4. The Applicant shall not he pe11nitted tQ erect any sign or display material, ettlwr fixed or movablt, 011 or extending over any portion of the county road right-of-way. 5. Generally, no more ihao one approach shall be allowed any paroel ox property the frontage of which is less than one hoodred (JOO) feet. Additional entta11ccs or eltits for pat<lels having a frontage in excess of one hundred 100) fet>t shall be permitted only after showing of actunl c<>nvenimce and necessity. 6. All driveways shall be so located that the flared portion adjacent to the trave:ea way will not encroach upon ,,djoining property. 7. No commerci•l driveway shall have a width greater than thirty (30) feet measured ai right angles to the center I me. of the drivc:way ex~ept as increased by perrnisalblc Tadii. No noncommercial driveway shal1 have a width. gToater· thato twenty (20)feet roeasur~d at right angles to the centerline of the driveway, exc•pt ns mcreased by · permisslble radH. 8. The axis of •n approach to the road may be at a right llllgle to the centerline of the cou11ty road and Of any angle betwee~o ninety (90) degrees and sixty (60) degreos but sh•ll not be less than siJ<ty (60) degrees. Adjustment will be made accordmg to the type of traffic to be served 81-.l other physical ¢onditions. 9. The construction of parking or se<'icing areas on the c<mnty road right-of·way is opecdic•.lly prohthited. Commercial es\Obli$hments f<>r customer vehicles should provide off-the·road parking facilib¢$. 10. 1.~oe grade of enttan~e and exit shall slope downward and away from the road surface at tb>z same row a; the normal shoulder slope and for a distar,oe cq~ml to the vvid1:b of the shoulder but in no GO>¢ less than twe!>ty (20) feet frl)m the pavement edge. Approach grades are rcstncted to not more than ten percent (l.O"/o}, ll . All driveways and approaches eball be so constructed that tbey shall not intr.rfew with <he drainage svstem of the street or countY road. The Applicant will be required to provide, at his own expense, drainage structures at entmn~es and exits, which will become an integral par'! ~f the ex.isting drainage system. The Board of County C<mumss1o:n.ers or rheu· representa.tlv.e, pt10t to ~nstallatJOn, must approve the: dtmen.sions and typeS of all drainage structures. · Note: This permit sll.ll!ll bt !nade available at the site wliere and when work 1> being done. A work skot<h or d!'awing ohhe propo•ed drm:way(~) mu.st accoJ11pany appH~ation, Nu pennJt will be issued without dnwtng bluepri!lt, or sketGb, ' Nov 06 07 10:08a 11/05/2037 0'-3: 59 Jim 6258b27 970-625-2598· ROiOill i4ND BR JD"E SOARD OF COUNTY COMMISSIO~RS OF GAaFIELD COUNTY CKRTIFICATION AND AFFIDAVIT REGARDING ILLKGAL ALIENS 'the Contra:otor.-1 whofl.-1!: .name and signature. appi$QJ.."'~ below, e~rtlties. and agreee a:a follow~~ 1. T.h.e Contractor shall ~omply with t.he. provisionff of C.R.S. 8-l'LS-101 et: seq. The Contractor shall nOt knowingly employ or contract: with an il1egal alien to perform wor:K for: the BOard of County Ccmmiaaioners of Gart:ie1d County 1 Colorado (\\BOCC") ox enter into a contract with a t~:u.bcontrActor that knowingly employs or contracts with ~n illegal alien. 2. The Contracto~ representa, warrants~ and agrees tha~ it ha5 verified th~t it do.::s not ell'.ploy any illegal aliene; ehat it hiilG pa~t.ic:ipatf9-~ or attempted t:o part;Lcip;,i~,te in the. B.n!i'llie Pilot: Ell'l,l)lO}'tnent Veri.fication Progri;l.m adminiete:t:'ed by t.he Social $ecut·ity Adminh;tra.tion and Department Of Uomeland Security; and otherwise shall conwly with theJ t·equirements of C.R~S. a ... l'7.5-l02{2) (bl. 3. The Contractor shall comply with all ·reagonable requests made in t:he co\.ttae of an inve~tiga~ion under C.R.s. e-~7.5-102 Qy the coloraao Dep~rtroen~ of Labor a:id :e:roploy:r.ent, If the Contractor :ails t.o comply with .any requirement of this provision or c.~ . .S. 8-17.5-l.O~ et 15eq.~ t.he BOCC rr.ay terminate work f-or bre~.ch and the Corltr.acto:r shall be liable for actual arid consequent.i.al damages to th.e ~t.ate. 4. If Ch.e Contractor j,a a sole p;coprie:tor, the undereigned hereby swears or affirros unoer penalty of perjury under the laws of i:he state of Colorado that (check one}; :r cun a l?~rm.allS:nt Resident of the united Stateli.J, OK l &0\ J.awfully p,regent in the Unit:ed states pursuant t.o Federal J.aw. I un.<,iecratand that this s;worn st.at:f!tnent is requi:red by lay; becau:;)e I am a sole proprietor entering into a contract to perform worX for the BOCC. I understand t.hat. »tate 1&\11 requires me to provide prQof c::!:at I arn 1<5~Wfully pree:e:nt in the Unite;.·d States prior to starti.ng work fO:O:.' t:.he BOCC. I :Eurtller ack.nO'dlecige that I wil.l comply witb the J::ec;Il.tirements of C'.R.$. 24~76 . .5-ll)l et" seq. and will prod,J~C$ t:b.e req'.lired forrr, of identifioation prior t:.o starting work. I aek:o.owle.dge that m..1king a t"alee, fictJ.tious., or fraudulent scatement or :::-epre~e.ntatj.on in thi.s ewot"n affidavit. is punishable. under the· criminal lO!I.Yo.'~<:= of C:olorQ.do afJ perjury in the second degree '.tnder C.R.s, l.S~e-503. C:ER'.rlFIBD and hGRE~D to this ·s day of· {'Jov~~-v--, ?.003__. 31.7-su•J!-<" "?. !?BIN or social security NUmber .Sh~ J~in.r Title Permll Number: G.RB07-D·I2() p.5 PAGE @5 Exhl/111.4 <z ;~d>tocrt HEPWORTH-PAWLAK GEOTECHNICAL SUBSOIL STUDY Hepworrh;Pawlak Geotechnical, Inc. 5020 County Road !54 Glenwood Springs, Colorado 8!601 Phone: 970-945-7988 Fax: 970-945-8454 email: hpgeo@hpgeotech.com FOR FOUNDATION DESIGN PROPOSED RESIDENCE LOT 1, BLOCK 6, STONERIDGE AT BATTLEMENT MESA 109 LODGEPOLE CIRCLE BATTLEMENT MESA, COLORADO JOB NO. 107 0554 AUGUST 17, 2007 PREPARED FOR: PARADISE BUILDERS OF COLORADO, LLC ATTN: JIM SUMINSKI 1045 IDCKORY DRIVE mFLE, COLORADO 81650 ,.. ..... . TABLE OF CONTENTS PURPOSE AND SCOPE OF STUDY ............................................................................ - 1 - PROPOSED CONSTRUCTION ..................................................................................... - 1 - SITE CONDITIONS ....................................................................................................... -2- FIELD EXPLORATION ................................................................................................. -2- SUBSURFACE CONDITIONS ...................................................................................... -2- DESIGN RECOMMENDATIONS ................................................................................. - 3 - FOUNDATIONS ......................................................................................................... -3- FOUNDATION AND RETAINING WALLS ............................................................ -4- FLOOR SLABS .......................................................................................................... -6- UNDERDRAIN SYSTEM .......................................................................................... -6- SURFACE DRAINAGE ............................................................................................. -7- LIMITATIONS ............................................................................................................... -7- FIGURE 1-LOCATION OF EXPLORATORY BORING FIGURE 2-LOG OF EXPLORATORY BORING FIGURE 3 -LEGEND AND NOTES 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 on Lot 1, Stoneridge at Battlement Mesa, 109 Lodgepole Circle, Battlement Mesa, Colorado. The project site is shown on Figure 1. The purpose of the study was to develop recommendations for the foundation desigo. The study was conducted in accordance with our agreement for geotechnical engineering services to Paradise Builders of Colorado, LLC dated July 23, 2007. An exploratory boring was drilled on the Jot to obtain information on the general 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, desigo recommendations and other geotechnical engineering considerations based on the proposed construction and the subsurface conditions encountered. PROPOSED CONSTRUCTION The proposed residence will be a single story wood frame structure over a walkout basement level. The attached garage and basement floors will be slab-on-grade. Grading for the structure is assumed to be relatively minor with cut depths between about 3 to 10 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. 107 0554 -2- SITE CONDITIONS The site was vacant at the time of our field exploration. There could be some minor fill on the lot from overlot grading as part of the subdivision development. The ground surface is relatively flat with a gentle slope down to the northwest and about 2 feet of elevation difference across the lot. There is a natural dry drainage gully to the north of the lot. Vegetation consists of grass and weeds. There are scattered cobbles exposed on the ground surface. FIELD EXPLORATION The field exploration for the project was conducted on July 31, 2007. One exploratory boring was drilled at the location shown on Figure I to evaluate the subsurface conditions. The boring was advanced with 4 inch diameter continuous flight augers powered by a truck-mounted CME-4SB drill rig. The boring was logged by a representative of Hepworth-Pawlak Geotechnical, Inc. Samples of the subsoils were taken with 1% inch and 2 inch I.D. spoon samplers. The samplers were 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 of about 'lz foot of topsoil, consist of medium dense, sandy silt. Relatively dense, basalt gravel, cobbles and possible boulders in a sandy clay matrix was encountered below the silt at a depth of 8 feet to the drilled depth of 11 Y. feet. Drilling in Job No. 107 0554 -3- the basalt rock soils with auger equipment was difficult due to the size and hardness of the basalt rock and drilling refusal was encountered in the deposit. Laboratory testing performed on samples obtained from the boring included natural moisture content, density and finer than sand size gradation analysis. Results of swell- consolidation testing performed on a relatively undisturbed drive sample of the silt soils, presented on Figure 4, indicate low compressibility under existing low moistUre conditions and light loading and a minor collapse potential (settlement under constant load) when wetted. The sample showed moderate compressibility upon increased loading after wetting. The laboratocy testing is sununarized on Table I. No free water was encountered in the boring at the time of drilling and the subsoils were slightly moist. 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 bearing on the natural subsoils. The design and construction criteria presented below should be observed for a spread footing foundation system. 1) Footings placed on the undisturbed natural subsoils should be designed for an allowable bearing pressure of 1,500 psf. Based on experience, we expect settlement of footings designed and constructed as discussed in this section will be about 1 inch or less. There could be some additional settlement if the bearing soils become wetted and could be differential between footings bearing on the silt and basalt rock soils. Extending the bearing down entirely on the basalt rock soils should achieve a relatively low settlement risk. Job No. 107 0554 -4- 2) The footings should have a minimum width of 18 inches for continuous walls and 2 feet for isolated pads. 3) 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. 4) Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 12 feet. Foundation walls acting as retaining structures should also be designed to resist lateral earth pressures as discussed in the "Foundation and Retaining Wails" section of this report. 5) The topsoil and any loose or disturbed soils should be removed and the footing bearing level extended down to the natural soils. Voids created by the removal oflarge rocks should be backfilled with compacted sand and gravel, such as road base, or with concrete. The exposed soils in footing area should be moistened and compacted prior to forming footings and placing concrete. 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 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 pcffor backfill consisting of the on-site. Backfill should not contain vegetation, topsoil or oversized rock. Job No. 107 0554 -5- Aii 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 blickfill 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 a moisture content near optimum. Backfill in pavement and walkway areas should be compacted to at least 95% of the 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 of the footings can be calculated based on a coefficient of friction of0.40. Passive pressure of compacted backfill against the sides of the footings can be calculated using an equivalent fluid unit weight of350 pet: 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 a moisture content near optimum. Job No. 107 0554 -6- FLOOR SLABS The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab- on-grade construction. The silt soils are compressible when wetted which could result in some slab settlement 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 free- draining gravel should be placed beneath basement level slabs to facilitate drainage. This material should consist of minus 2 inch aggregate with at least 50% retained on the No. 4 sieve and less than 2% 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. UNDERDRAJN 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. 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 sieve, less than 50% passing the No. 4 sieve and have a maximum size of2 inches. The Job No. I 07 0554 -7- drain gravel backfill should be at least I Y:. feet deep. SURF ACE 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 backftll 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 6 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in paved areas. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. 5) Irrigation sprinkler heads and landscaping which requires regular heavy irrigation, such as sod, should be located at least 5 feet from foundation walls. 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 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 extrapolation of the subsurface conditions identified at Job No. 107 0554 -8- 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 reqnire 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. Reviewed by: Steven L. Pawlak, P .E. JZNcay ...... APPROXIMATE SCALE 1' = 20' I I I I I I I I I '-- I I I I I I I I BENCH MARK: GROUND AT PROPERTY CORNER; ELEV. = 100.0', ASSUMED. __ _, ...... ..--I ............ -I ----,.--I 1 I I I I I I I I LOT 1 1 1 BLOCK6 I I I PROPOSED RESIDENCE BORING 1 • I I I ---------- .J I LOT2 ~--------------------~- LODGEPOLE CIRCLE 107 0554 G~ LOCATION OF EXPLORATORY BORING Figure 1 HEPWORTH-PAWLAK GeoTECHNICAl. 105 100 ill (]) u.. c; 0 1 w 95 90 107 0554 BORING 1 ELEV.= 101.5' 25/12 12/12 WC=4.4 DD = 106 11/6,32/2 WC= 12.4 -200 =66 NOTE: Explanation of symbols is shown on Figure 3. c~ LOG OF EXPLORATORY BORING HEPWORTH-PAWLAK GEOTECHNICAL 105 100 -(]) (]) u.. t: 0 ! 95 [jJ 90 Figure 2 LEGEND: ~ TOPSOIL; sandy silt, organics, roots, firm, slightly moist, brown. EJ SILT (ML); sandy, medium dense, slightly moist, brown. ~ BASALT GRAVEL AND COBBLES (GC); in a sandy clay matrix, dense, slightly moist, brown, slightly calcareous. p Relatively undisturbed drive sample; 2-inch I.D. California liner sample. ~ Drive sample; standard penetration test (SPl), 1 3/8 inch 1.0. split spoon sample, ASTM-1586. 25112 Drive sample blow count; indicates that 25 blows of a 140 pound hammer falling 30 inches were required to drive the California or SPT sampler 12 inches. T Practical digging refusaL NOTES: 1. The exploratory boring was drilled on July 31, 2007with a 4-inch diameter continuous flight power auger. 2. The exploratory boring location was measured approximately by pacing from features shown on the site plan provided. 3. The exploratory boring elevation was measured by instrument level and refers to the Bench Mark shown on Figure 1. 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. 6. No free water was encountered in the boring at the time of drilling. Fluctuation in water level may occur wilh time. 7. Laboratory Testing Results: WC = Water Content (%) DD = Dry Density (pel) -200 = Percent passing No. 200 sieve 107 0554 ~ HEPWORTH•PAWLAK GEOTECHNICAL LEGEND AND NOTES Figure 3 Moisture Content = 4.4 ent perc Dry Density = 106 pel Sample of: Sandy Sill From: Boring 1 at 5 Feet 0 v v D r____.- 1 I ~ Compression upon 2 wetting * ........ c: "" ·~ ......, "' 3 ~ Q. E 0 0 4 5 0.1 1.0 10 100 APPUED PRESSURE -ksl 107 0554 -~~A -L HEPWORTH-PAWLAK GEOTECHN~CAL SWELL-CONSOLIDATION TEST RESULTS Figure 4 HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 1 Job No. 10 7 0554 SUMMARY OF LABORATORY TEST RESULTS SAMPLE LOCATION NATURAL NATURAL GRADATION PERCENT ATIERBERG UMITS UNCONFINED MOISTURE DRY GRAVEL SAND PASSING UQUID PLASTIC COMPRESSIVE SOIL OR BORING DEPTH CONTENT DENSITY NO. 200 UMIT INDEX STRENGTH BEDROCK TYPE (%) (%) SIEVE (ft) (%) (pcf) (%) (%) (PSF) 1 5 4.4 106 Sandy silt 10 12.4 66 Sandy Clay Matrix Parcel Detail Pagel of3 Garfield County Assessor/Treasurer Parcel Detail Information t\$$QSSm:lirea$JJn;rPmpt'<ItY""S.:;;m;h I AssessocSubset Ouery I Asses~_QI' Sales Search C!<:;rk_!S!; ReconkxJs<:<cePtion.S_<:<arch Basic Building_C]l.aracteristics I IM1nfonnation Parcel Detail I Value Detail Sales Detail I Residentia!LCommercial Improvement Detail Land Detail I Photographs I Tax Area II Account Number II Parcel Number II Mill Levy I I 080 II R800165 II 240718225001 II 39.826 I Owner Name and Mailing Address /PARADISE BUILDERS OF COLORADO, LLC. I J1045 HICKORY DRIVE I !RIFLE, CO 81650 I Legal Description JsECT,TWN,RNG:18-7-95 SUB:STONE I IRIDGE SUB-DIY BLK:6 LOT: 1 I IPRE:R490494 AND/THRU :T TO:R490575 I IBK:0601 PG:0658 BK:1955 PG:602 I IRECPT:729220 Bk: 1892 PG:409 I jRECPT:716810 BK:1539 PG:588 I IRECPT:641118 BK:1168 PG:54 I IRECPT:557709 BK:0769 PG:0518 I Location I Physical Address: 11109 LODGEPOLE CR PARACHUTE! I Subdivision: i!STONE RIDGE SUB-DIY I I Land Acres: Jlo I Land Sq Ft: JJ9,939 I I Section II Township II Range I II II II http://www. garcoact.coml assessor/parcel.asp ?Parce!N umber=24071822500 1 10/29/2007 Parcel Detail Page 2 of3 /I 18 II 7 II 95 1/ Property Tax Valuation Information II Actual Value II Assessed Value I I Land: II 42,00011 12,1801 I Improvements: II 0 11 ol I Total: II 42,oooll 12,1801 Sale Date: /17/23/2007 Sale Price: lln,ooo Basic Building Characteristics . Number of Residential lo I Buildings: Number of Comm!Ind io I Buildings: No Building Records Found Tax Information I Tax Year II Transaction Type II Amount I I 2006 II Tax Payment: Whole II ($404.24)1 I 2006 II Tax Amount II $404.24/ I 2005 II Tax Payment: Second Half II ($262.74)1 I 2005 II Tax Payment: First Half II ($262.74)1 I 2005 II Tax Amount II $525.481 I 2004 II Tax Payment: Whole II ($415.12)/ I 2004 II Tax Amount II $415.121 I 2003 II Tax Payment: Whole II ($462.14)1 I 2003 II Tax Amount II $462.141 I 2002 II Tax Payment: Second Half II ($234.36)1 I 2002 II Tax Payment: First Half II ($234.36)1 I 2002 II Tax Amount II $468.721 2001 II Interest Charge II $4.391 2001 II Tax Payment: Second Half II ($219.38)1 . 2001 II Interest Payment II ($4.39)1 2001 II Tax Payment: First Half II ($219.38)1 II II http://www .garcoact.com/assessor/parcel.asp?ParcelN umber=24071822500 1 10/29/2007 Parcel Detail I 2001 II Tax Amount II $438.761 I 2000 II Interest Payment II ($4.59)1 I 2000 II Interest Charge II $4.591 I 2000 II Tax Payment: Second Half II ($229.63)j I 2000 II Tax Payment: First Half II ($229.63)1 I 2000 II Tax Amount II $459.261 I 1999 II Fee Payment II ($17.00)1 I 1999 II Interest Payment II ($22.25)1 I 1999 II Interest Charge II $22.251 I 1999 II Tax Payment: Whole II ($370.84)1 I 1999 II Fee Charge II $17.ool I 1999 II Tax Amount II $370.841 IopofJ>~ ABsessSJrDfltnbas.e .. S .. e.arGh. .. OPtions I Ir~;<Js!lrerRataP!l!ie Sef\J:g!JQptions Clerk & Recorder .. Database Search Options Page 3 of3 The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. · Copyright © 2005 -2006 Good Turns Software. All Rights Reserved. Database & Web Design by Good Turns Software. http :1/www. garcoact.cornl assessor/parcel.asp ?Parce!N umber=24071822500 I 10/29/2007 I I '' c;.o ~~~ -I t; I I u I I , , I rr.:··. ~ I;~~L~. ~~~~~~~~~-~] " L!ils'5 ' 5 ' 55 '' 15 .I l .. I I I I I I > s 5 ' ~' .. lo11 lo/~ I ?? 11 I I I I I rr.:··:-. ---~[-----,, __ _ I l -~ _j I -~ .I ' , /