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HomeMy WebLinkAboutApplication-PermitGarfield County No. I tOi-l 1-I Building & Sanitation Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office 945-8212 Inspection Line 384-5003 ~\4 Job Address: ~Eagle Way, Carbondale Locality: _____ __:..:A=..sp!.....:e:..::n.;...G.:.:..:l=..en~C.:.:..:lu....:b=..lo:....:d-"'g-=e,....:l.:.:..:ot....::2=-/-=2-=39;....:3.;...-.:.:..:19;....:1_-7 __ 3 __ -_oo.;...2.:__ ____ _ Use of Building: unit A of duplex, s/f dwelling has patios & att garage Owner: PCA,LLC Contractor: Brikor Associates _____________ .:.____.:.___ ________ _ Amount of Permit: $6,182.14 ----'-----Date: Clerk: __ ---=J_[Q_\,_.._t l_G_~-- GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8"' Street, Suite 401, Glenwood Springs, Co 81601 Phone: 970-945-8212 I Fax: 970-384-3470 I Inspection Line: 970-384-5003 www.garfield~county.com OCT 1 0 2007 Authority, 'Inis application for a Building Pennit must be signed by the Owner oftlle property, above, or an authorized agent. If the signature below is not that of the Owner, a separate letter of authority, signed by the Owner, must be provided with this Application. Legal Access. A Building Permit cannot be issued without proof oflegal and adequate access to the property for purposes of inspections by tbe Building Department Other Permits. Multiple separate permits may be required: (I) State Electrical Permit, (2) County ISDS Pennit, (3) another permit required for use on the property identified above, e.g. State or County Highway/ Road Access or a State Wastewater Discharge Permit. Void Pennit. A Building Permit becomes nulJ and void if the work antborized is not commenced within 180 days of the date of issuance and if work is suspended or abandoned for a period of 180 days after commencement CERTIFICATION I hereby certifY that I have read this Application and that the information contained above is true and correct. I understand that the Building Department accepts the Application, along with the plans andftFJ,!lcations and other data submitted by me or on my behalf(submittals), based upon my certification as to accuracy. AsS@b.iri"g completeness of the submittals and approval of this Application, a Building Pennit will be issued granting permission to me, as Owner, to construct the structure(s) and facilities detailed on the submittals icviewed by the Building Department. In C?~sideration'ofthe isSuance of the Building Pennit, I agree that I and my agent'l 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 Rcgulation(s)). I acknowledge that the Building Permit may be suspended or revoked, upon notice from the County, if the location, construction or use of the structure(s) and fucility(ies), described above, are not in compliance with County Regulation(s) or any od1er applicable law. !~~~~~~~~llh~olBjojiljdin~· ~g~D1'!P1"""'~l'nlt!to~onEt"~lh~o~p~w~p<rty, described above, to inspect the work. I further acknowledge that the issuance of the Building Pennit does not prevent the · · of errors in the submittals, if any, discovered after issuance; or (2) stopping construction or use of the structure(s) or facility(ies) if such is in violation work by the Building Department do not constitute an acceptance of responsibility or liability by the County of errors, omissions compliance with federal, state and local laws and County Regulations rest with me and my authori:r,ed agents, including without STAFF USE ONLY Special Conditions: Adjusted Valuation: Plan Check Fee: J'f Permit Fee: 7 ')' Manu home Fee: Mise Fees: ,lool 1 '-\\"\.1~ ').1Y 3-s--317 Ljt, p fi ISDSFee: Total Fees: l'f Fees Paid: Balance Due: BP N~ *"i~~~1-ISDS No & Issued Date: ~ &) ¥2 $d.Lii-c. E, \ 37D3 53 llffil':!-\.101:18 tJ\A Setbacks: OCCGroup: -:cll-L- ConstType: ZoninpG{P .;~ PLNGDEPT: \o-'2-:s-o1 (iu U ~ ln-?3-o1 AL DATE APPRO~UJ DATE VALUATION FEE DETERMINATION Applicant Address Date ~P,;:.C:;-A:.,:L':'L::.:C::-:,:-;--.,-------Subdivision .:;B;.;;a::;ld:,::E=;a,.g;;::le::"'W""a"'y'---'----..,._-----'-Lot/Block ..;:1.:;01:.::2::::31:.::2:;;:00:;:.;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 Vafuation Decks/ Patios 3098 sf 1538 sf 3098 sf ~sf X $74.68 · 7734 sf sf X $41.00 sf X $33.68 1074 sf X $18.00 sf X $9.00 Aspen Glen L-2 Club lodge Brili;or assoc 577,575.12 0.00 19,332.00 0.00 Covered Open 144 sf X $24.00" 3"1:; b. Valuation Type of Construction: Occupancy: Valuation Total Valuation 588 sf X $12.00 ~ 7DSfo~ Commercial sf X sf X sf X sf X sf X sf X ./10,512.00 0.00 607,419.12 The following items are required by Garfield County for a final Inspection: I) A final Electrical Inspection from the Colorado State Electrical Inspector. 2) Permanent address assigned by Garfield County Building Department and posted at the structure and where readily visible from access road. 3) A finished roof; a lockable building; completed exterior siding; exterior doors and windows installed; a complete kitchen with cabinets, sink with hot & cold running water, non-absorbent kitchen floor covering, counter tops and finished walls, ready for stove and refrigerator; all necessary plumbing. 4) All bathrooms must be complete, with washbowl, tub or shower, toilet, hot and cold running water, non-absorbent floors, walls finished, and privacy door. 5) Steps over three (3) risers, outside or inside must be must have handrails. Balconies and decks over 30" high must be constructed to all IBC and IRC requirements including guardrails. 6) Outside grading completed so that water slopes away from the building; 7) Exceptions to the outside steps, decks, grading may be made upon the demonstration of extenuating circumstances., i.e. weather. Under such circumstances A Certificate of Occupancy may be issued conditionally. 8) A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, and/or State Agencies where applicable. A CERTIFICATE OF OCCUPANCY (C.O.) WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. A C.O. MAY TAKE 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. Bapplicationseptember2007 GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS For SINGLE FAMILY DWELLING CONSTRUCTION Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. Other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Applicants are required to indicate appropriately and to submit the completed checklist at time of application for a permit. Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with I 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. 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each corner 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 t~elope. Yes ___ _ 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying for a building permit on is located on a corner lot. Special setbacks do apply. Yes L.--/ 3. Does the site plan include when applicable the location of the l.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and ~~=c~n~erties ), streams or water courses? 4. Does the site plan indicate the location and direction of the County or private road accessing the property? ~_::, 2 Yes_-'V"'---- 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 ~:~artm;-tat Mlfr601. 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing s~el in accordance with the IRC or per stamped engineered design? Yes_-"!L__=---- 7. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and t!Js:-clearances required between wood and earth? Yes. _ __o:V ___ _ 8. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits? 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 1,/ 10. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes V 11. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof raft~or joists or trusses? Yes. __ _eV:c__ __ _ 12. Does the building section drawing or other detail include the method of positive connection of all columns a)ld"'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 flat rog~·(Building height measurement usually not to exceed 25 feet) Yes'----J~"'---- 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 an~m del and Colorado Phase II certifications or phase II EPA certification? Yes No ____ ~--~--~ Does the p an include a masonry fireplace including a fireplace section mdiCatmg des1gn to comply with the IRC? Yes V No _____ _ Does the plan include a window schedule or other verification that egress/rescue windows from sleeping_tooms 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 ...___...---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 safety glazing for these areas? Yes e./~fltlWI) No _____ _ ON ~ltfl#ro~ 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 coVJlllants? 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 if the 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 ~inplete 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 ~ No ________ _ 25. Have you designed or had this plan designed while considering building and other construction code requirements? Yes V No _____ _ 26. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes v---No _____ _ 27. Does the plan aqcurately indicate what you intend to construct and what will receive a final inspection b}Vflie Garfield County Building Department? Yes V No _____ _ 28. Do you understand that approval for design and/or construction changes are required prior to the applicajiet(of these changes? Yes V 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 pepn:(t? Yes V No _____ _ 30. Are you aware that you must call iu for au inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made from 7:30a.m. to 3:30p.m. Monday through Friday. Inspections are to be called in--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 $~Ore-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 OCCUpaJ\CY qt:_the building? Yes V 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 IRcy· Yes t:::__ 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 tbe work will be required atjime 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 buildipgyermit application? Your attention in this is appreciated. Yes ~ No. ________ _ Do you know that the local fire 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) Do you understand that if you are planning on doing any excavating or grading to the property priorJo issuance of a building permit that you will be required to obtain a grading permitV: / Yes_JL __ _ 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 issuan~rtificate of Occupancy? Yes ____ _ I hereby acknowledge that I have read, understand and answered these questions to the best of my ility !<D{to{of- Date Phone: q:fo-b[t? -k&,3,k (days); (evenings) Project Name: LDT "2-· ' Project Address: Ji3!2 5J:iLo €M_L.f-CJJAY 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. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review, delay in issuance of the permit or delay in proceeding with construction. Bpminreq November2006 7 PLAN REVIEW CHECKLIST Applicant_-1-Q-'=C"-'A--'-'----- )Building LEngineered FoundatiOn ~Driveway Permit & Y--- ~rveyed Site Plan K/tz__Septic Permit and Setbacks $-Gradeffopography 30% ~ach Residential Plan Review List ~Minimum Application Questionnaire Lsubdivision Plat Notes. ~re Department Review ~ ~ation Determination/Fees dRed Line Plans/Stamps/Sticker ~Attach Conditions ~Application Signed 0Jan Reviewer To Sign Application ~Parcel/Schedule No. ~ 40# Snow load Letter-Manf. Hms. ~Soils Report GENERAL NOTES: Planning/Zoning ~perty Line Setbacks _L30ft Stream Setbacks ~oodPiain ~ilding Height /zoning Sign-off ~oad Impact Fees ~OA/DRC Approval ~ffopography 40% ~inglssues ~vision Plat Notes PCA. LLC P.O. BOX 9427, ASPEN, COLORADO 81612 ATT: GARFIELD COUNTY BUILDING DEPARTMENT FROM: GARY ALBERT, PRESIDENT PCA LLC. RE; LOT 2 CLUB LODGE ASPEN GLEN SUBDIVISION TO WHOM IT MAY CONCERN: I GARY ALBERT PRESIDENT OF PCA LLC. AUTHORIZE STAN MATHIS TO APPLY FOR OUR BUILDING PERMIT ON LOT 2 CLUB LODGE ON BEHALF OF PCALLC. West Slope Testing & Inspection 3177 Glen dam Dr. Grand Junction, CO 81504 Phone: 970-434-6988 Cell: 970-260-2844 Final Inspection Report Date: 8-29-08 Project: Lot 1 & 2 Club lodge Duplexes Aspen Glen Address: 118, 120, 136, and 138 Club lodge Ln. Carbondale, CO General Contractor: Michael Pine -Builder Inc. Contractor that Performed Work: Mountain Steel Inspection of shop fabrication or field work at job site: Field Report#2 Page 1 of 1 Report: Reinspected the items noted on the 1st inspection report. Also received a copy of the letter from the structural engineer on the project in regards to the welding for the L VL/wood beam buckets & bucket to column attachments. It appeared that the structural engineer was satisfied with the size & amount of welding at these buckets & connections. The welding & high strength bolting reinspected above appeared to be in general conformance with the drawings & details, and appeared to meet the quality requirements of the AWS D1.1 Structural Welding Code and the AISC Specification for Structural Joints Using ASTM A325 or A490 Bolts. To the best of my knowledge this completes the special inspections of the welding & high strength bolting as outlined in reports #1 & #2. January 2, 2008 Michael Pines Builder, Inc. P.O. Box 1199 Carbondale, CO 816213 FIRE · EMS · RESCUE RE: Clublodge at Aspen Glen 1 & 2 Dear Michael, This letter is a follow up to our conversation earlier today. It is my understanding that the Club lodge duplexes will have individual units less than 6,200 square feet and that the units will be separated by fire walls constructed in accordance with the IBC. Per the International Fire Code (IFC) Section Bl04.2, areas of buildings that are separated by fire walls constructed in accordance with the IBC in may be calculated individually for the purpose of calculating required fire flows. In this case, the building would not require an automatic fire sprinkler system. Please contact me if you have any questions or if I may be of any assistance. S incerel lj /) 1 i n? //!I .(p! -P?LJ.A1.· fc...----(j))fl 27fw~'-- Bill Gavette Deputy Chief Carbondale & Rural Fire Protection District 300 Meadowood Drive • Carbondale, CO 81623 • 970-963-2491 Fax 970-963-0569 No. I 03:1=t j)ll/ , ~ _,/ Assessor's Parcel No. ):::rr-;:,-\Q.l-I~-()C);Z.. a£ ko/ '/Jt ~&'~ Date \()-d-£-()+ f[)(} BUILDING PERMIT CARD · Job Address Owner Pen LLC contractor Bennr ,~s~ociul:CS ff AddressfCO<B6\-~~ptO Phone #Q63-"302){<; Address ___ l_l _____ Phone # Q4Z -'SSC\3- Setbacks: Front Rear RH ____ LH ____ Zoning ___ _ {)\)f>\£1 }'8/f WI PQttO:S 1\--0.* C'\Q~ECTIONS -· -:_!f/ 0~ -0 La-~ 2 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDIMG PERMIT GARFIELD COUNTY, COLORADO Date Issued.J.~:f ..... Zoned Area ............................... Permit No ..... t.~1& .......... . AGREEMENT In consideration of the issuance ofthis permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector and IMMEDIATELY BECOME NULL AND VOID. use.t!iuf RydUJ!Itl1 rVf~J1f! IM.s~ J e# ~r;e Addccss or Legal Description_/J!2fflZgiJ/C!f!J~" }f1HWifC{ti/t' Owner Pc/1, (,(,C <:',Q]Jtr;wor _I)'Of-~S;SfJC • S~tbacks F1·ont Side Side R r This Card Must Be Posted So It is l_'lainly Visible From The Street Until Final Inspection. '~ /'/;,/)-,(;"(,.y"-./"',. "'"";,"'*'I/-?.3-C'? ~- INSPECTION REC-ORD Footing !GS-c&-;>""-Yt,!Ct"lc ClC: Driveway Foundation ;J.,-6 -OS 4'lf.l-0c,~ 1'"--6 t' J1 Underground Plumbing 7-1;,. _ c;r:;;-'7?#--Insulation /2-/)-Dif/i:J-d'- Rough Plumbing tf-6-&.9A· J Drywall 1 f).-;. Chimney & Ventp-,1'--£!): Electric Final (by State Inspector) IF <g~o? Gas Piping ih-O&>A.J Final t/~ZS"--p(? ¢",4/ Electric Rough (By State lnJ:f)~ ;j;:c: Septic Final Framingf-1-g-~0/S:;!f.P--Notes~<MJ<c/"'"""'--7--::0" a3<?77L (To include Roof in pl ce and Windows t-<-tt-'t% !>. d J<: €''..-~~ ,•-;.z IlL and Doors installed). Sf\1..·-'K · .X,·.x.;•'-r"' .. ·._c.·,~·J<.Jr~J4'~ Sftz.i·J/.(/.4'(.., fo,JW!/-tP cu 1(--lhJ"'! 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 Glenwood Springs, Colorado APPROVEDJ)O NOT J)ESTROY THIS CARIJ) Date /0-2'-l. By f.."C'llb_ IF PLA~"uTSIDE-COVER WITH CLEAR PLASTIC SUBMITTED FOR: STAN MATHIS LOT 2, ASPEN GLEN GARFIELD COUNTY COLORADO SOIL INVESTIGATION REPORT JULY20,2007 PROJECT# 072-0317 SUBMITTED BY: COLORADO ENGINEERING & GEOTECHNICAL GROUP, INC. 19375 BEACON LITE RD. MONUMENT, COLORADO 80132 719-488-2145 AGREEMENT OF PURPOSE AND DISCLAIMER The parties specifically agree and contract that the purpose of this soil investigation is to test, analyze, and report on the condition of the soils encountered only as these tests pertain to the suitable design and construction of an appropriate foundation for the proposed building and/ or residences to determine the load bearing capacities of the soil. The parties specifically agree that Colorado Engineering and Geotechnical Group, Inc. has not been retained nor will they render an opinion concerning em;ironmental issues, hazardous waste or any other known or unknown conditions that may be present on this site. INTRODUCTION: This report summarizes the results of data obtained during a soils test of Lot 2, Aspen Glen, Garfield County, Colorado. Investigation occurred on July 13, 2007 and was performed in undisturbed soil in accordance with ASTM 1586-99. The purpose of the investigation was to reveal the engineering properties for foundation purposes for the proposed construction of a duplex. The site is currently vacant. Other aspects relating to the proposed construction are presented. A component document to this plan will be an Open Hole Report that will be produced after the Open Hole Inspection, which is not billed with this report. The purpose of the Open Hole Report is to determine whether any siguificant variation from this report and the observed condition exists and whether the foundation design will require modification. FINDINGS: The soil encountered in test-hole 1 consisted of stiff to very stiff, fine to coarse-grained, red lean clay possible artificial fill with boulders and cobbles (Unified Soil Classification System symbol CL) from the surface to the bottom of the boring at eight feet where drill refusal occurred on boulders and cobbles. A sample of lean clay exhibited a -12.4 percent swell potencial during lab testing. Potencial for foundation movement is moderate to high. The soil encountered in test-hole 2 consisted of stiff to very stiff, fine to coarse-grained, red lean clay possible artificial fill with boulders and cobbles (Unified Soil Classification System symbol CL) from the surface to the bottom of the boring at five feet where drill refusal occurred on boulders and cobbles. Potencial for foundation movement is moderate to high. The soil encountered in test-hole 3 consisted of stiff to very stiff, fine to coarse-grained, red lean clay possible artificial fill with boulders and cobbles (Unified Soil Classification System symbol CL) from the surface to the bottom of the boring at five feet where drill refusal occurred on boulders and cobbles. Potencial for foundation movement is moderate to high. The soil encountered in test-hole 4 consisted of stiff to very stiff, fine to coarse-grained, red lean clay possible artificial fill with boulders and cobbles (Unified Soil Classification System symbol CL) from the surface to the bottom of the boring at two feet where drill refusal occurred on boulders and cobbles. Potencial for foundation movement is moderate to high. Project#: 072-0317 www.cegg.net Page 2 of9 The soil encountered in test-hole 5 consisted of stiff to very stiff, fine to coarse-grained, red lean clay possible artificial fill with boulders and cobbles (Unified Soil Classification System symbol CL) from the surface to the bottom of the boring at one foot on boulders and cobbles. Potential for foundation movement is moderate to high. The soil encountered in test-hole 6 consisted of stiff to very stiff, fine to coarse-grained, red lean clay possible artificial fill with boulders and cobbles (Unified Soil Classification System symbol CL) from the surface to the bottom of the boring at eleven feet. Potential for foundation movement is moderate to high. Attached are graphic summaries of the boring logs of the field conditions encountered and a summary of laboratory testing results. It should be noted that the soil descriptions shown on the boring logs are based on the geologist's visual classification of the samples in the field at the depths indicated. Actual subsurface soil conditions may vary between samples and location tested. Groundwater was not encountered in the test boring at the time of this investigation. The presence of shallow bedrock beneath surficial soils is favorable for the formation of "perched" groundwater. The depth and occurrence of groundwater can vary over time depending on hydrologic conditions such as precipitation, surface drainage, irrigation, and other conditions not apparent at the time of this report. RECOMMENDATIONS: Grading and compaction records should be reviewed to determine if the near surface soils are fill and whether they were placed in a controlled manner. Uncontrolled fill will be required and recompacted in lifts prior to foundation placement. In addition, potentially hydrocompactive soil is present at the subject property. Hydrocompaction occurs when soils undergo a rearrangement of their grains and a loss of cementation, resulting in substantial and rapid settlement under relatively low loads. An increase in water infiltration, such as from irrigation, or a rise in the groundwater table, combined with the weight of a building or structure, can initiate rapid settlement and cause foundations and walls to crack. Collapse potential may be mitigated by removal of the upper three feet of soil and recompaction under optimum moisture conditions, pre-saturation of foundation soils, and improvements to post development site drainage. Special attention to avoid saturation of foundation soils after construction should include positive drainage away from the foundation, and planters with open bottoms should be avoided in areas adjacent to foundations. Maximum allowable bearing strength of the soil shall not be taken as greater than 2000 pounds per square foot for elements resting on compacted structural fill. Equivalent fluid pressures of the soil, assuming normal consolidation, may be taken as 45 pcf active and 275 pcf passive. These fluid pressure values are based on literature and were not established by site-specific laboratory testing. If floor movement due to expansive soil is not acceptable. finished room floor areas should be supported on wooden or steel joists over a crawl space area. The foundation shall rest on over-excavated and replaced materials. The depth of the over-excavation shall extend at least 3 feet below and 3 feet beyond the exterior of the foundation. The replaced material shall be equivalent to Class VI or Class VII Road Base and may not include the original clay and/ or otherwise unsuitable material from the excavation. Compaction of the structural material Project#: 072~0317 www.cegg.net Page 3 of9 shall be at least 95% Standard Proctor Density and shall be tested by the Engineer in 12 inch lifts. In areas of expansive and/ or otherwise unsuitable soils, the risk of movement for foundation components resting on over-excavated and replaced materials, caissons or resistance piers, is minimized, but not negated. The preferred foundation design will consist of reinforced concrete stem wall resting on a concrete footer of a size determined by the foundation engineer. The soil bearing strength above is subject to change based in observations made at the open-hole inspection. Owners shall be made aware of this report and the fact that water accumulation around foundation elements is the primary cause of foundation distress. SPECIAL CONSTRUCTION: The preferred foundation design will consist of a reinforced concrete stem wall resting on a concrete footer of a size determined by the foundation engineer. Depth of foundation elements shall be detennined by the foundation engineer, but should be at least as deep as the minimum depth required by the governing building authority. Concrete slabs shall be free floating and isolated from load-bearing elements. Partition walls, utility and HVAC connections shall be capable of a minimum of 1-1/2 inches of movement of the foundation and slab. An attached detail sheet diagrams a typical floating wall design. The soil bearing strength above is subject to change based on observations made at the open-hole inspection. Owners shall be made aware of the contents of this report and the fact that water accumulation around foundation elements is the primary catm offoundation distress. FOUNDATION DESIGN: This report is not a foundation design. The foundation design engineer will determine the exact configuration of foundation elements, to include footer (if any) width and thickness, wall thickness and height, pad and pier sizes and reinforcement schedules. However, the foundation should be designed for a ten-foot free span. This report does not address general hillside stability, landslide potential, or other natural hazards. Several areas of the Colorado Front Range have known geologic hazards associated with them. We recommend that readers of this report further educate themselves as to the existence of geologic hazards on or around their specific property of interest. Colorado Engineering can assist in the development of site specific assessments of Geologic hazards. The Colorado Geologic Survey {\'V-ww.dnr.state.co.us/geosurvey or 303-866-2611} is a good source for publications (maps, reports, etc.) dealing with specific geologic issues and/ or issues related to specific geographic areas. FIELD INVESTIGATION PROCEDURE: Exploratory borings were advanced using a four-inch nominal diameter, truck-mounted continuous- flight auger. The approximate boring locations are indicated on the attached site diagram and were Project#: 072-0317 www.cegg.net Page 4 of9 established in the field by pacing and measuring angles from identifiable site references. The Builder designated the location for exploration. At depths determined by the supervising geologist, samples were obtained by means of a two-inch diameter split-spoon sampler, advanced by a 140-pound drop- hammer falling a distance of 30 inches, in general compliance with ASTM D-1586. The number of hammer blows required to advance the sampler provides an indication of the in-situ relative density of the soil, and in combination with the laboratory analysis of the soil, provides data required for derivation of the engineering properties sought by this exploration. EXISTING SITE CONDITIONS AND WEATHER: The general topography around the site of this investigation is flat with no discemable slope. Vegetation consists of native grasses & weeds. Weather was warm and clear. The elevation measured at 6,000 feet above sea level. SUBSURFACE DRAINAGE: Foundation drain requirements shall be determined at the open-hole observation; however, drains around any below-grade useable space, including crawl spaces, should be anticipated. See the attached detail sheet. SURFACE DRAINAGE: The excavation shall be protected from surface runoff and excess precipitation during construction. After backfilling, the soil around the foundation shall be graded away from the structure at a minimum slope of six inches over ten feet. Gutters and downspouts shall be installed to carry water across the area disturbed by construction. Areas that settle shall be backfilled to prevent ponding of water. No vegetation requiting irrigation shall be installed within five feet of the foundation. Water from uphill shall be diverted around the structure. The future owners are cautioned against the installation of a lawn sprinkler system within 5 feet of the foundation walls. If a sprinkler system is installed, the sprinkler heads should be placed so that water spray from the heads under full pressure does not fall within five feet of the foundation walls. Lawn irrigation should be controlled to prevent excess wetting of subsurface soils. Lawn, flowers, shrubs, and other plantings within five feet of the foundation walls should be hand watered and this watering should be minimized. If a drip irrigation system is used, one should limit the amount of water to sustain the plantings. One is also advised that any irrigation line can leak and/ or break, releasing excessive amounts of water near foundations and can cause damage to slabs and foundation walls. BACKFILL: Any soil disturbed adjacent to beating foundation components shall be re-compacted to a minimum of 85% Standard Proctor Density. Soil supporting concrete slabs shall be compacted to 95% Standard Proctor Density. lvlechanical compaction methods shall be utilized; water-flooding techniques are prohibited. See Compaction Section for more information regarding compaction requirements and techniques. Project#: 072-0317 www.cegg.net Page 5 of9 CONCRETE: All concrete shall be Type II, Sulfate Resistive, with 28-day strength requirements determined by the foundation design engineer. EXTERIOR AND INTERIOR CONCRETE SLABS: Accepted geotechnical practice in the Colorado Front Range region utilizes a standardized scale to evaluate the risk of slab-on-grade movement relative to the swell potential of the native soils. The following information is given as reference only and doest not imply approval for the use of slabs on grade. Risk Category Low Moderate High Very High Percent Swell at 1000 psfSurcharge 0 to <2 2 to <4 4 to <6 Greater than 6 While the above chart provides a general indication of the risk of slab movement, it should be noted that other soil conditions may exist, and that the geotechnical engineer considers more than just the expansion of the soil when making slab and foundation recommendations. Colorado Engineering and Geotechnical Group, Inc. does not accept any responsibility for future damage incurred by the heaving of interior slabs bearing on native materials or imported materials. Excess moisture in the soil and improper compaction under slabs ·will increase the possibility of slab heave, settlement and cracking. The builder and future owners should be aware of and understand that there is a definite risk of future damage with any slab-on-grade construction. If floor movement due to expansive soils is not acceptable, finished room floor areas should be supported on wooden or steel joists over a crawl space area, or on a reinforced concrete slab. If the builder and future owners are willing to accept the definite risk of some damage due to concrete floor slab movement, the following recommended details will help prevent, but not guarantee, wetting of the soils underneath the slabs and min.im.ize damage when wetting of the soil does occur. Do not place a gravel layer beneath the concrete slab, unless specified by the foundation engineer. The slab should be placed on the undisturbed native soils, or well-compacted fill. Interior concrete slabs shall be isolated from the foundation, utility lines and non-bearing partition walls. Separate the slab from all load beating members and utility lines of at least one-half inch to allow for independent movement of the slab. Provide a positive control or slip joint at the construction joint between the slab and foundation walls Slabs shall have control joints at approximately ten feet on center each way to lessen the possibility of random cracking. These control joints may be installed as construction joints, saw cuts and/ or scoring of the slabs. Cuts should be made at least % the total thickness of the slab. A good quality concrete Project#: 072~0317 www.cegg.net Page 6 of9 sealant should be installed in these joints to prevent surface discharges of water from penetrating slab subgrades. A minimum void or clear space of three inches should be provided at the bottom of all non- bearing partitions and furring strips placed over the concrete slabs (see Floating Wall Detail). One should also provide a one-half inch space at the bottom of all door jambs to allow for limited movement of the floor slab. The owner is hereby notified that it is there responsibility to maintain these void spaces. In the event a hot water hearing system is used, the pipe should not be placed beneath the concrete floor slab. In the event a forced air furnace is used, a two-inch collapsible connection should be provided between the furnace and the heat ducts. The soils that will support the concrete slabs should be kept moist during construction by occasionally sprinkling water and especially a day or two prior to pouring of the slab. This procedure will help maintain the moisture content of the underlying soil. In addition to the above recommendations, another means with which to reduce the risk of movement and cracking to slab-on-grade construction would be to over-excavate the below slab soil two or more feet, replace with compacted structural fill material, pour the concrete slab six inches thick with a reinforcing mat of#4/60 bars at 18 inches each way. RADON: There is not believed to be any unusual hazard from naturally occurring sources of radioactivity at the site. However, most counties in Colorado have average radon levels (measured in homes) above the U.S. EPA recommended "action level" of 4 picoCuries per liter of air (pCi/1). For instance, Teller County averages 31.94 pCi/1, Park County averages 8.28 pCi/1, El Paso County averages 4.73 pCi/1, and Douglas County averages 7.53 pCi/1. Results of a 1987-1988 EPA-supported radon study for Colorado indicate that the granitic rocks, in particular, generally have elevated levels of uranium. 1bese rocks have the potential of producing higher than average radon gas levels in homes. Providing increased ventilation of basements and crawl spaces and sealing of joints can mitigate build-ups of radon gas. This mitigation is best implemented during the design and construction phases of residences. The Colorado Geologic Survey {www.dnr.state.co.us/geosurvey} and the U.S. EPA {www.epa.gov liaq /radon} are both good sources for additional information regarding radon. OPEN-HOLE OBSERVATION: It is necessary to assume the soil in the surrounding area will be similar to that which was observed in this initial investigation. However, variations across the test borings and site can and do occur. Therefore, it is required that a qualified soil engineer inspect the completed foundation excavation prior to the placement of any foundation cotnponent to determine whether any significant variation from this report exists and whether the foundation design will require modification. Please contact this office a minimum of 24 hours in advance to schedule a representative to observe the completed excavation. The open-hole observation is not included as part of the soil report and is subject to an inspection foe. Failure to obtain this required inspection prior to placement of foundation elements renders this report and its recommendations null and void. Project#: 071-0317 www.cegg.net Page 7 of9 COMPACTION: If compaction of the native or borrow soils is required, it is highly recommended that you pick up an informative brochure provided at any Colorado Engineering and Geotechnical Group, Inc. office. In general, to compact clayey or silty materials: Placing FilL· No brush, sod, frozen material, or other perishable or unsuitable material, or stones of four inches or greater in maximum dimension shall be placed in the fill. The distribution of the material on the fill shall be such as to avoid the formation of lenses, or layers, of material differing substantially in characteristics from the surrounding materiaL The materials shall be delivered to the backfill surface at a uniform rate, and in such quantity as to permit a satisfactory construction procedure. Unnecessary concentration of travel tending to cause ruts and other hollows more than six inches in depth, shall be regarded and compacted. After dumping of fill material on backfill surfaces, the material shall be spread by approved methods in approximately 6 inches compacted thickness. Moisture Control: The material in each layer shall be compacted by rolling and shall contain the optimum moisture required for maximum compaction, as nearly as practicable and as determined by the soils engineer. The moisture content shall be uniform throughout the layers. The contractor may be required to add the necessary moisture to the backfill material in the borrow area, If in the opinion of the soils engineer, it is not possible to obtain moisture content by adding water on the fill surface. Compaction: When the moisture content and condition of each spread layer is satisfactory, it shall be compacted by a method approved by the soils engineer to 90% ASTM D698 (Standard Proctor Density) for slab areas, and 100% ASThl D698 for footing and/ or pad areas. A Standard Proctor test shall be performed for each typical fill material and frequent tests of the density of the fill must be taken. Normally, eight passes of a sheepsfoot roller loaded to 4,000 pounds per lineal foot on a six inch soil layer is sufficient to achieve 90% ASTM D698. In general, to compact cohesionless free-draining materials: Note: The above guidelines also apply When compacting cohesionless free-draining materials such as sands and gravel, the materials shall be deposited in layers and compacted by treads of a crawler type tractor, surface of internal vibrators, smooth or pneumatic rollers, hand or power tampers, or by any other means approved by the soils engineer. The thickness of the horizontal layer after compaction shall not exceed 6 inches compacted thickness if compaction is performed by tractor treads, surface vibrators or similar equipment, or not more than penetrating length of the vibrator head if compaction is performed by internal vibrators. The material may not be ponded or flooded to aid in the compaction only if free draining materials underlies new fill unless specifically recommended by the Engineer. When the moisture content and condition of each spread layer is satisfactory, it shall be compacted by a method approved by the soils engineer to 90% ASTM D1557 (Modified Proctor Density) for slab areas, and 95% ASTM D1557 for footing and/or pad areas. If compaction testing is to be performed by Colorado Engineering & Geotechnical Group, Inc. we will require a Proctor Curve, Standard or l\!odified (which ever is appropriate for the material tested), from an approved testing facility. Colorado Engineering & Geotechnical Group, Inc., if requested, will Project#: 072-0317 www.ceu.net Page 8 of9 perform this test(s) for you, provided a sample of the material(s), 5-gallon bucket(s) full, be supplied to Colorado Engineering & Geotechnical Group, Inc. a minimum of 72 hrs prior to testing. The sample(s) will be used to determine the maximum proctor density and optimum moisture content for that representative sample. Additional charges will be incurred for each sample tested and for field compaction testing operations if required. CONCLUSIONS: This report is valid only for the use of Stan Mathis for the type of construction listed above. Use by any other is prohibited, as is the use for other types of construction without the express, written pertnission of this office. Property owners and builders are reminded that water accumulation around foundation elements is a primary cause of structural distress in homes. Foundation movement under any condition can be minimized by maintaining a stable moisture content of tbe soil supporting tbe foundation. Surface drainage is paramount to minimizing the potential for water to penetrate backfill to the level of the foundation. If water penetrates through to the soil supporting the foundation, movement is likely. Any movement that does occur should be less than 1 ". LIMITATIONS: This report and its recommendations do not apply to any other site other than the one described herein and are predicated on the assumption that the actual soil conditions do not deviate in any significant way from those described in this report. In the event that any variations or undesirable conditions are detected during the construction phase or if the proposed construction varies from that planned as of this report date, the owner shall immediately notify Colorado Engineering and Geotechnical Group, Inc., so that supplemental recommendations can be provided, if needed. Project#: 072-0317 www.cegg.net Page 9 of9 Summary of Laboratory Testing Job Number 072-0317 Natural Passing Blow Count Swell at Natural Dry Liquid Limit! Soil Description Test Hole Depth (ft) Moisture #200 Sieve (Blows/Inch) 1000 psf Density (pcf) Plasticity (USCS Symbol) (%) (%) (%) Index 1 5 13.0 94.1 26/12 -12.40% 94.8 40/22 Lean Clay (CL) 6 10 11.4 58.1 Bounce NT NT 30/13 Lean Clay ( CL) TEST BORING: 1 TEST BORING: 2 DATE: 07/13/2007 DATE: 07/13/2007 .... .... -u. -u. :!< j:; :!< j:; • z • ----z .... w ::) w .... w ::) w u. a: 0 IL u. a: 0 IL -w ::) u ~ -w ::) u > ::c ... .... !it ::c ... .... .... .... IL !!! ... .... IL !!! !it IL ::!! 0 IL ::!! 0 ... w t( 0 ... 0 w < 0 ... 0 SOIL DESCRIPTION Cl f/1 ::!! Ill f/1 SOIL DESCRIPTION Cl f/1 ::!! Ill f/1 0-8' LEAN CLAY W /BOULDERS ~ 0-5' LEAN CLAY W/BOULDERS ~ & COBBLES* -& COBBLES* - GRAIN: FINE -COARSE ~ GRAIN: FINE-COARSE ~ CONSISTENCY: STIFF -VERY STIFF 2-CONSISTENCY: STIFF -VERY STIFF 2-MOISTURE: LOW-MODERATE MOISTURE: LOW-MODERATE ~ CLAY: LOW-MODERATE ~ CLAY: LOW-MODERATE PLASTICITY: LOW-MODERATE -PLASTICITY: LOW-MODERATE -~ COLOR: RED 4-COLOR: RED ~ 4-~ 13.0 26 CL -:2; 6-12 6- -- *POSSIBLE ARTIFICIAL FILL. 8-*POSSIBLE ARTIFICIAL FILL. 8- -- DRILL REFUSAL OCCURRED AT 8' 10-DRILL REFUSAL OCCURRED AT 5' 10- ON COBBLE/BOULDER. ON COBBLE/BOULDER. -- SWELL RESULTS OF 5' SAMPLE, 12-12- EXHIBITED -1 2.4% SWELL POTENTIAL CURING LAB TESTING. -- 14-14- -- 16-16- -- 18-18- -- 20-20- BORING LOG I~ I MONUMENT OFFICE 1"1515 Eleacon Lite Rd. OV'<NER/6UII..DERSTAN MATHIS JOB #, 072·0317 Monvment, C.O 80152 JOB ADDRESS, LOT 2, ASPEN GROVE Ill~ • • JJayg, (11"1) 488-2145 TEST BORING: 3 -· """"_!_ ~ DATE: 07/1312007 DATE: 07/13/2007 1-1--II. -II. -:!< j; -:!< j; • z • ----z 1-w ;::) w 1-w ;::) w II. a:: 0 Q. II. a:: 0 Q. -;::) (,) ~ -;::) (,) >-:1: 1-~ :1: 1-~ 1-1-! ... 1-Ill ... Q. 0 Q. -0 w 0 ... 0 w 0 ... 0 SOIL DESCRIPTION Cl == Ill Ill SOIL DESCRIPTION Cl == Ill Ill 0-5' LEAN CLAY W/BOULDERS -~ 0-2' LEAN CLAY W/BOUI nrl>~ -~ & COBBLES* & COBBLES* GRAIN: FINE-COARSE GRAIN: FINE-COARSE CONSISTENCY: STIFF-VERY STIFF 2-~ CONSISTENCY: STIFF -VERY STIFF 2-~ MOISTURE: LOW-MODERATE MOISTURE: LOW-MODERATE CLAY: LOW-MODERATE -~ CLAY: LOW-MODERATE -PLASTICITY: LOW-MODERATE PLASTICITY: LOW -MODERATE COLOR: RED 4-~ COLOR: RED- 4--~ - 6-6- -- I> ARTIFICIAL FILL. 8- *POSSIBLE ARTIFICIAL FILL. 8- -- ni>JI REFUSAL OCCURRED AT 5' 10-DRILL REFUSAL OCCURRED AT 2' 10- ON COBBLE/BOULDER. ON COBBLE/BOULDER. -- 12-12- -- 14-14- -- 16-16- -- 18-18- -- 20-20- IBORING LOG l..Joe ""!J.!.~~~· ~~~~.MATHIS TEST lNG: 5 DATE: 07/13/2007 SOIL DESCRIPTION 0-1' LEAN CLAY W/RntllnrR<: &: COBBLES* GRAIN: FINE -COARSE CONSISTENCY: STitt -VERY STifF MOISTURE: LOW-MODERATE CLAY: LOW-MODERATE I ~LASTJCITY:LOW-MODERATE 1 rm nl>· RED *POSSIBLE ARTIFICIAL FILL. DRILL REFUSAL OCCURRED AT 1' ON COBBLE/BOULDER. :r: t: w a - 2- - 4- - 6- - 8- - 10- - 12- - 14- - 1--II. :!?. j;; 0 -z w :I w a: 0 II. :I u ~ 1-11: Ill ... 0 0 0 ... 2 112 Ill TEST 6 DATE: 0"'''"..,. •• SOIL DESCRIPTION 0-8' LEAN CLAY W /BOULDERS &: COBBLES* GRAIN: tiNE-COARSE CONSISTENCY: STitt -VERY STifF MOISTURE: LOW-MODERATE CLAY: LOW-MODERATE I ~~~~~~~~LOW-MODERATE I *F'OS:51Bll>£ ARTifiCIAL tiLL 1--II. :!?. j;; 0 --z 1-w :I w II. a: 0 II. -:I u > :c 1-11: 1-1-Ill ... II. 0 0 0 w ... a 2 112 Ill ~ -~ 2-~ ~ -~ 4-~ -~ 6-~ -~ 8-~ -~ 10 ~ 1.4 JBOUNCI CL - 12- - 14- - 16- - 18- - 20- BORING LOG ~--...... MENT ...... liCE 1<13"'15 &Clc.on Lite Rd. 'Jl'\llJl ~JO:f>,~TAN MATHIS JOEl#, 072·0317 f..t.J Monument, CO 80132 I ..Joe· LOT 2, ASPEN GROVE ~il=L'==,.;(=I;,IGI;;.) =4.;;8.;;8=-;;;,2,;.14.;;5===<~ COLORADO ENGINEERING AND GEOTECHNICAL GROUP, INC. GRADATION TEST RESULTS HYDROMETER ANALYSIS S!EVE Af\;Ai.._ YSIS 24 HR 7 HR TiME READINGS U. $. STANDARD S!::RiES CLEAR SQUARE OPEN:NGS 45fMti;N~15fillM+,I±N~6~0+±~194±±±f4±±±1~M;I~N±+2J0~0~~1f0~0225~0;:4f0±f30;==1=6b+~10~8+=~t4J}±3~/r8+"+3=/l4~'=' +1=-~1/~2~'+'~3+"±5g'~'I6="++8~" 100 0 ·········! .... ···.· .. ·· ·' . ····· .• 90 10 '·'··•···· ····~· I . i . 1 T •••• 80 l ... ·••·•·· 1 0 70 z ~ 60 . l 30 0 w z < 40 ~ Q_ ~50 z " • . t t•.! ·••••••·•··········· 1>! 50~ w 0 l····: ....... ,,:·· C5 . ' I :. ········•··.······· ..... . f5 40 Q_ ..... 60 2i 30 I . 20 " ..... . Lc........ . ............ .. ...... .. . ·• .... .. I ,::, ••••••••••• ........ , .... ·····················!··········· . .. ! ········ ···········•· I················· 70 80 w Q_ 10 90 0 t•~·"·=·~"t·~·····:;,.· ~,:ki:i:~·=·":::"··~·· ~· "~1 ····,:t"";: ."i...."" .. ~·"··~ .. "" : .. i: .. =c'" ~"·::·· ..... c, .. ':;¥1 ~1 ~" ~····?-·Ld··" :;;":.:"~ ~~;r·:J ··lb."je' ;:u,~":::.::=JI=· :...·~···.· ?~ ··~ ...... o;'"'~··'·····~l ±·~ ...... ··=·· .. ·4100 .001 .002 .005 .009 .019 .037 .074 .14-9 .297 .42 .59 1.19 2 2.38 4.76 9.52 19.1 38.1 76.2 127 152 200 CLAY TO SILT CLASSIFICATION CL GRAVEL 0.0 % SAND 5.9 % FINES 94..1 % BLOWS 26/12 HOLE# DIAMETER OF PARTICLE IN MILLIMETERS DEPTH 5 SAND FINE MEDIUM COARSE NOTES: 13.0 % Moisture Content LL=40 PL=18 Pl=22 Job Numbec 072..()317 GRAVEL COBBLES FINE COARSE HYDROMETER ANALYSIS SIEVE ANALYSIS 24 HR 7 HR TIME READINGS U. S. STANDARD SERIES CLEAR SQUARE OPENINGS 45IM!I=N~15~M~d~N~6~0!=!11911~~4~~"~'M~I~Nll2l0~C~~1~0~0~5~0ii4i0ll3l0~1l6f,,10!18~~~4ll~3~/~81"~3/~4-'~';1l-~l~/;2'1'i3i"~5'~'~6-"~8lj" 100 0 ........•••. , ..•.••. ,,, ,.,,............... :·.. ... : :···.· ... ·· r 1 ....•.•...... , ...•.•• , .•.......... ..... , ... t 1 • . 90 10 ··········.. .... . .................. ! .. •:..... I .. : ..... , I :.......... ···················· 80 20 ~70~==··=t====~·=··~·t····=····==····t·=···=··zr·=·z= .. ··tl~··~· ~f§2!z:~··;~=4~==~ ·········=;·····=······~l l=·tt=== .. t······==···=t=·=··=·· .. t===t===t·==~==~ S'i 60 ~ ~ r;;~;;~~~~~~~~4f~······~····'~···~~~t'4··~r=~··4··'~···.·~·····tt~··~···············;p·······l~···~·····~·····.··;f············~·········~·····;p~4f~+=~ ~50 tJ 1··. ··• .... . .••...•.•. . ..•.. · .•..• : ................. ! ·. l . ..•. . .. ! .. ·. .. . .. . [li 40 t~~~~~¥tt=~==t!1~=1l====t=I8Bst==¥tt~ ······ .... ,, .. ,., I , .. ,,.,.,,,,, ........ 1!'···········1,,1 .. , .... ,, ··•·••········· ··········•·•···!··· 30 . . .. 20 1 ...... ····· ............ ·•··· ···················I ··················· ! .......... f··· .. !. ·············· ...... ..... ............. ·········1· ' 80 I ····•··· .!.......... ····· . •··•·· I ........ + I . ..... I . ·..••.•.. .. .. i . .··. ... . ••.•. I I 10 0 ~z=tiE~t~ .... =·····ili~l~J~~~:g:l··Z•TI·.'J··B·····G·~~····· .. ·.£~t~I··~· ········[········J ·····~2 ........ · .. z·····EJ·······~2 .. ··=··········II···•••·•·····t·; ····~················!· ~~ZSIJ 90 ~ • • <"T '1'"1' .,.... 'T 1 00 .001 .002 .005 .009 .019 .037 .074 .149 .297 .42 .59 1.•9 2 2.38 4.76 9.52 19.1 38.1 76.2 127 152 200 DIAMETER OF PARTICLE IN MILLiMETERS SAND GRAVEL CLAY TO SILT COBBLES MEDIUM COA~SE FINE COARSE CLASSIFICATION CL NOTES: 1 t5 % Moisture Content GRAVEL 11.1 % LL=30 SAND 30 .. 9 % PL=17 FINES 58.0 % Pl=13 BLOWS 10/12 HOLE# 6 DEPTH 10 Job Numbec 072..()317 5.0 4.0 3.0 2.0 ;; ~ 1.0 0 ~ -o <fl. c: -o 0.0 ·-C:w " " U"t> &= Q. ~ -1.0 " 0 0 -2.0 -3.0 -4.0 I . ~ - -5.0 100 ., G) c :::0 m w ...... ... ... . 1-- Wat rAdd d p tos mplevV -I --I Swell under constant pressure due to wetting 1000 Load ( psf) 10000 Sample of Lean Clay from test hole # 1 at depth Q_feet Natural Moisture Content 13.0% JOB NUMBER: 072-0317 100000 \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ SLOPE 15-20% FLAT ,, ,, '~"~ GRASSES & WEEDS TH-5~H-~TH·3 ~ ELECTRIC BOX -$-TH·1 0 10 20 30 40 50 G~P~IC ~CALE 1 1 N F~ET SCALE: 1" = 50' SITE PLAN ENCS.INEER'S STATEMENT 'M511'LAH tS Pl!!5kWEO OM.Y TO Pl!!f'ICT Tte l.OGit.TION Ql" M l"!a.D PATA ~noN$ MD PCll!!5 Hen REP'f'!!SefT A 5nE f'I.Nl rT \\ltWJ. tt:n' DEU5eDI6AsrtEPI...ANORI"OR~~ ~ 5LR'¥'f'f ~ 11A61.1!BJ TO mERMIJrE M l.OGA1'\QMSo Gf 'M! ~TIMIJ fl!A'RR!S. Tt£ ~'nON~ MS OISI'AIIe) t.eiJrl6 A IJIIUrn'ON ~ 'ntNeiT NrJ FJaD ~ens. ALTtQIStf re BEl...leVe '!1£ ltf"'OIIIMo\llOM (lBTADel) l'fnfiM m5 OOQM!tfT l9o At;<:.tRAte f'OR IT5 IN'I8I:I!P f11MP0e1!, rt! 5TitOMI . .'I' f!lOIRE!!i& 't*T '!Me IS' NOT A~. ~ f'I..AH OR DeV'l!I.Df'lefT f'LAN NfJ $WJ.. M:n' BE 1I!IEP 16 !WXoH. 6f'& LOGATIOteNtl! ~ ~1!! DIIT Nil!/! NOT~. STAN MATHIS JOB #, 072·0317 LOT ASPEN GROVE " "f'" " " " " " ' ' ' ' ...... ' ...... .................... ...._ __ .......... _ ------- MONUMENT OFFICE 1'1515 6ea<Oon Lite Rd. Monument, CO 8015::2 (ll'l) 488-::2145 4-1/.2" SOd SPIKE @ 5.2" o.c.. PRE-DRILL NAIL HOLES DO NOT CAULK .,.,...,,.,____ EDGE OF MOLDING. NAIL MOLDING TO STATIONARY BOTTOM PLATE ONLY. DO NOT ATTACH TO FLOATING PLATE. NOTES: <I "· <I ---.2X4 V'IALL STUDS ---1!.2" DRYV'IALL FLOATING PLATE STATIONARY BOTTOM PLATE 1/.2" DRYV'IALL SHIM --"''NISHED FLOOR CONCRETE SLAB <I 1. NAIL MOLDIN1!7 TO STATIONARY BOTTOM PLATE ONLY. DO NOT ATTACH TO FLOATIN1!7 PLATE. 2. DO NOT CAULK THE TOP EDGE OF MOLDIN1!7. 3. PROVIDE A MINIMUM OF 1-1/.2" OF FLOAT BET~EN PLATES. 4.DRYV'IALL SHOULD NOT EXTEND 6ELO~ THE LO~R ED1!7E OF THE FLOATIN5 PLATE. MAINTAIN A 1-1/.2" $AP 6ET~EN THE LO~R ED5E OF THE DRYV'IALL AND THE TOP ED5E OF THE DRYV'IALL SHIM. 5.PROVIDE AT LEAST A 1/.2" FLOAT 6ET~N THE BOTTOM OF DOOR FRAMES AND THE FLOOR SLA6. 6. FAILURE TO PROPERLY INSTALL THE FLOATIN5 V'IALL CAN LEAD TO V'IARPED DOOR FRAMES, AND CRAC.KIN5 IN V'IALLS THROU5H OUT THE ENTIRE STRUCTURE. FLOATING WALL STAN MATHIS J06 #, 072·0317 LOT 2. ASPEN GROVE 1"1515 Beo~on Lite Rd. Monument, CO 8015.2 (11"1) 488-2145 FOUNDATION I'IAI..L SPREAD FOOTING TYPE COMPACTED FILL (!'>5% OF Dl551) EXPANSION JOINT FOOTING> FILTER FABRIC. PL.AC.E TOP OP PIPE BEL.OI'I BOTTOM OF FOOTING> OR I'IAI..L AT "HI<S>H POINT" <SRAVEL -MINIMUM TO 4" ABOVE PIPE ~~~....:~t_--5 OR 4' II PERFORATED ' RI<S>ID PVC.. PIPE MINIMUM 45 DE.S.REES FROM FOOTING> POLYETHYLENE FILM• MOP TO I'IALL AND C.ARRY BENEATH <S>RAVEL AND PIPE I. Gravel size shall not be less than 1/2" In diameter and not greater than I 1/2" In diameter. 2. Diameter of perforated pipe varies l'lith amount of seepage expected, three lnc.h diameter Is most c.ommon. 3. Pipe shall be laid at a minimum grade of I" In 10'. 4. Outfall to be unobstructed, gravlt!j outfall. Discharge portion of pipe shall be non perforated past area to be drained. Ol'lner Is responsible to maintain da!jllghtlng of drain. 5. Exterior earth backfill material should be compacted to at least B5% maximum standard proctor density In the upper three feet of fill. 6. Filter fabric. shall be mirafl 140 s or equivalent. 1. Drain pipe shall be laid belol'l area serviced or protected, as shol'ln In detail above. e. Mop pol!jeth!jlene film to l'lall and c.arr!! beneath gravel and pipe. "'. The pol!jeth!jlene film shall be c.ontlnued to the edge of' the excavation. FLOOR MINIMUM 4S DE<S>REES FROM I'IAI..L ON <S>RADE NOTE: CONTACT THIS OFFICE FOR DENSITY TESTING. PERIMETER FOUNDATION DRAIN MATHIS ASPEN JOEl #, 072·0317 --- CLUBHOUSE ZONE GOLF DISTRICT -ZONE TEXT AMENDMENTS PERMITTED USES: TEN (10) SINGLE FAMILY ATTACHED RESIDENTIAL DWELLING UNITS OR FIVE (5) DUPLEX UNITS INTENDED FOR CONDOMINIUM OR TOWN HOME OWNERSHIP FOR SINGLE fAMILY ATTACHED RESIDENTIAL DWELLING UNITS ALLOWED WITI'11N THIS ZONE DISTRICT, TtiE FOLLOWING DEVELOPMENT STANDARDS APPLY: I. MINIMUM LOT SIZE FER CONDOMIMIUM STRUCTURE 2. MAXIMUM BUILDING HEIGHT :=·_,......_.,..::;:-_, __ --·-3 .. _ MINIMUM LOT WIDTH 4. 'lVHl\lnvlttwrL.Q4:.QEET.t!_._ 9GOO S.f. 25 FEET 40 FEET I 00 FEET 20 FEET .-5. MINIMUM SEFERA.TION BCTWEtN-BlllhDlN.G5 G. MINIMUM SET BACK FROM PUBLIC/PRIVATE STREET OR DRIVEWAY 7. MAXIMUM FLOOR AREA RATIO --·-- .lifEET-·--·--·--·--·----·--._7 \ \ 8. MINIMUM Off-STREET PARKING PER RESIDENTIAL ClWELLING UNIT Aspen Glen -HOA 2 SPACES Design Review Committee Final Plan Approval cl ! 1 'd. 'H I D e <~lll©~. I l I I I I I I I I I I I I I I I I i I i I i l I I () N _j "' _j m 0 \f)~ "' 0 ~ '-' .., (\) c " c 0{\ c §"'t; "' ~ ~ 0:: ' ~" E <D"' '"-~ ' ~<6 .,_, ~ lf) ' '"' C) [ 1§ "'" .., .2- ~ 34 D ~ 3" .E <(~ ·" ::' ()~ "'-- <! ooJ ;;; " E ~ '-"' "' 0 (L ~ ~ c.J ~ % == C) -= ~-:e: ~ ;;>-""" -= = ,_, ~ == ;::..:.:> (_) ~ ~ :Z c.x.J. ~ = _ _, ,_,-< c._::) --" = C'..J ::z:; = ZCQ ..,-----< t:.:r..:l~ ""-'""" ~'-CO E---< """' C) ~ Parcel Detail Page I of 3 Garfield County Assessor/Treasurer Parcel Detail Information As~Q$_$or!Irea~l!rerfmpertYSearch I Assessor Subset Ql!.QIY I A~~As_or Sales Search <;;;!erk&;Rec_or4erR<'<GePtion_search Basic_Byilding Characteristics I m Information Parcel Detail I Value Detail Sales Detail I Residential/Connnercial Improvement Detail Land Detail I Photographs I Tax Area II Account Number II Parcel Number II Mill Levy I I 082 II R005686 II 239319moo2 II 67.224 I Owner Name and Mailing Address IPCA,LLC I IPOBOX7928 I IASPEN, CO 81612 I Legal Description ISECT,1WN,R.NG:19-7-88 SUB:ASPEN GLEN I lcLUBLODGE LOT:2 SUC:R820124 BK:0966 I jPG:0686 BK:0966 PG:0682 BK:0925 I IPG:0345 BK:0918 PG:0408 BK:0904 I IPG:0724 BK:0887 PG:0824 BK:0849 I jPG:0695 BK:0846 PG:0615 BK:0835 I IPG:0364 BK:0835 PG:0305 BK:0831 I IPG:0544 BK:0818 PG:0326 BK:0779 I IPG:0484 BK:0703 PG:0121 BK:1900 I jPG:0577 RECPT:718620 BK:1392 PG:563 I IRECPT:611892 BK:0921 PG:0661 I Location Physical Address: IICARBONDALE Subdivision: IIASPEN GLEN CLUBLODGE II http:/ /www.garcoact.com/assessor/parcel.asp?Parce!Number=239319173002 10110/2007 Parcel Detail Page 2 of3 I Land Acres: 110.365 I I Land Sq Ft: 110 I Section II Township II Range I I 19 II 7 II 88 I Property Tax Valuation Information II Actual Value II Assessed Value I I Land: II 300,56011 87,1601 I Improvements: II oil ol I Total: II 300,56oJI 87,1601 Sale Date: 113/2/2007 Sale Price: lln5,000 Basic Building Characteristics Number of Residential lo I Buildings: Number of Comm!lnd lo I Buildings: No Building Records Found Tax Information I Tax Year II Transaction Type II Amount I 2006 II Tax Payment: Whole II ($5,984.28)1 2006 II Tax Amount II $5,984.281 2005 II Tax Payment: Whole II ($6,0 10.54 )I 2005 II Tax Amount II $6,010.541 2004 II Tax Payment: Whole II ($5,207 .26)1 2004 II Tax Amount II $5,207.261 2003 II Interest Payment II ($167.24)1 I 2003 II Interest Charge II $167.241 I 2003 II Tax Payment: Whole II ($4,180.92)1 I 2003 II Tax Amount II $4,180.921 I 2002 II Tax Payment: Whole II ($3,584.80)1 I 2002 II Tax Amount II $3,584.801 I 2001 II Tax Payment: Whole II ($3,412.58)1 http://www .garcoact.comlassessor/parcel.asp?ParceiNumber=239319173002 10/10/2007 Parcel Detail 2001 II Tax Amount II $3,412.581 2000 II Interest Payment II ($38.33)1 2000 II Interest Charge II $38.331 2000 II Tax Payment: Whole II ($3,833.08)1 2000 II Tax Amount II $3,833.081 I 1999 II Tax Payment: Whole II ($406.90)1 I 1999 II Tax Amount II $406.901 Top of Page Assessor Database Search .Qptions I Treasurer Database Search Options Clerk & Recm:d§X DaJ.!!base 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 Qoi>il T11rns Software. http://www .garcoact.com/assessor/parcel.asp?Parce1Number=239319173002 10/10/2007