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Application-Permit
Garfield County No. Building & Sanitation Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office 945-8212 Inspection Line 384-5003 Job Address: 0068 Aspen Way, GW s 10538 Parcel#: 2395~222-02-007 ------------------------~---------------------------- Use of Building: s/f dwelling on unfi base w/open & cov patios & att garage Owner: Spry, James IV Contractor: OWNER ----------------------~~~~--------------------- Amount of Permit: Septic Total $3,681.73 $150.00 $3,831.73 Date: 6/28/2007 Clerk: -+Et:--. .c...>;·~\'-'-~:::::lco""""La-::...:.__ ___ GARF I E LD CO U NTY BU ILD IN G PERMIT APP LI CAT I ON 108 8'" Street. Suite 401 , Glenwood Springs, CO 8 1601 Phone : 970-945-82 12 I Fax: 970·384·3470 I I n s pection Line: 9 70-384-5003 Permit No : t 053 8 Parcel /Schedule No : d j CJ:; .-;2~ .;;l. _.. ()---;;._ ,-o 0 7 2 :3 4 5 G 7 8 ~New 0 9 Garage: El... 1 0 {) 11 12 S pecial Condition s: NOTI CE A SEPARATE El-ECTRICAL PERMIT IS REQU I RED AND MUST BE ISSUED BY THE STATE OF COl-ORADO. THIS PERMIT BECOMES NUl-L AND VOID IF WORK OR CONSTRUCTION AUTHORJZED IS NOT COMMENCED WITHI-N 180 DAYS, OR. IF CONSTRUCTI ON OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK I S COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMI NED T H IS APP U CATION AND KNOW TH E SAME TO BE TRUE AND CORRECT. ALI- PROVI SI ONS OF tAWS GOVERNING T HIS TYPE OF WORK Wit t BE COMPl-ETED WITHI N WHETHER SPECIFI ED HEREI N OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOl-ATE OR CANCEl-TilE PROVISIONS OF ANY OTilER STATE OR WCAI-tAW REGULATI NG CONSTRUCTION OR TH E PERFORMANCE CONSTRUCTION. G·-s t l ~o f 0 Alter a tion Add itio n CJ Move On-Site Sewage D isposal Carport: ):(_ Site Plan 0 u S ingle Do u b le Adj u s t ed Va l ua ti on~ Permit Fee: 22-31 3 ~ P l a n Check Fee: IY So ?>8' I Total Fee: Dated Permit Issu ed: oc Zoning: Set backs: Ma nu . Ho m e: JSDS No. & Fee: ~ AGREEMENT PERMISSI ON I S HEREBY GRANTED TO THE .APPUCANT AS OWNER. CONTRACTOR AND/OR TH E AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON Pl-ANS AND SPECIFI CATIONS SUBMITTED TO AND REVIEWED BY THE BUI WING D EPARTMENT. I N CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT. THE SIGNER H EREBY AGREES TO COMPl-Y \VITH At!-BUIWI NG CODES AND l-AND USE REGUl-ATIONS ADOPTED BY GARFIEl-D COUNTY PURSUANT TO AUTHORITY GIVEN I-N 30.28.20 1 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF TH E ABOVE SAID ORDINANCES ARE NOT FUl-l-Y COMPil-ED W!TI-1 IN THE I-COATI ON . ERECTION. CONSTRUCTION. AND USE OF THE ABOVE DESCRIBED STRUCTURE , THE PERMI T MAY BE REVOKED BY NOTI CE FROM THE COUNTY AND THAT TH EN AND THERE IT SHALL BECOME NULl-AND VOID. THE I SSUANCE OF A PERMT BASED UPON Pl-ANS . SPECIFICATIONS AND OT HER DATA SHAl-t NOT PREVENT THE BUILDING OFFI C!At FROM TH EREAFTER REQUIRING TH E CORRECTION OF ERRORS IN SAID Pl-ANS. SPECIFICATIONS AND OTHER DATA OR FROM PREVENTI NG BUl l-DI NG OPERATI ON BEING CARRIED ON THEREUNDER WHEN IN VIOl-ATION OF T H S CODE OR ANY OTHER ORDI NANCE OR REGULATION OF THI S JURJSDICTI ON. THE REVIEW OF SUBMI TTED Pl-ANS AND SPECIFI CATI ONS AND I NSPECTIONS CONDUCTED T HEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES O R LLABUTIES BY GARFIELD COUNTY FOR ERRORS. OMISSI ONS OR DISCREPENCIES. THE RESPONSI BILITY FOR TH ESE I TEMS AND IMPLEMENTATI ON DURING CONSTRUCTION RESTS SPECIFICIALLY Vi l TH THE ARTICTECT. DESIGNER. BUILDER, AND 0\VNE;R. COMME;NTS ARE I NTENDED TO BE CONSERVATNE AND IN SUPPORT OF T HE OWNERS I-NTEREST. /o I ( l b h .tERE~5;:lff THA{y;v; ~g o UNDE 1~;EMENT ABOVE UNmAU ~ •? • c~~s~ $Z24q .s.:s I l The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Col orado State Electrical In spector; 2. Permanent address assigned by Garfield Coun ty Building Department posted where readil y vi s ibl e from access road; 3. A finished roof, a lockable h ou se, complete exterior s iding, exterior doors and windows in sta lled , a complete kitchen with ca bin ets, a s ink with hot & cold running water, n on-absorbe nt kitchen floor coverings, counter top s and finished wall s, ready for stove and refrigerator , all necessar y plumbing; 4. All bathroom s must b e complete , with washbowl , tub or shower, toilet stool, hot a nd cold running water, non-absorbent floors and walls finish ed and a privacy door; 5 . All step s outside or inside over three (3) s teps mu s t have handrail s, g uard ra il s on balconi es or decks over 30" high constructed to a ll IBC a nd IRC requirements; 6. O utsid e grading done t o where wate r will detour away from the building; 7. Exceptions to the outside steps , de cks and g rading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be iss ue d until all th e required item s are completed a nd a f inal in spection made; 8. A final in spection sign off by the Garfi e ld County R oad & Bridge D ep artment for driveway in s tallation , where applicable; as well as any final sign off by the Fire District, and/or State Agencies where app li cable. 9 . If you will be connecting to a publi c water and/or sewer system, proof of th e tap fe es have been paid and the connections inspected by th e service provider prior to issuan ce of a C.O. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****A CERTIFICAT E OF OCCUPANCY MAY TAKE UPTO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupan~. use and th e iss uan ce of a Certificate of Occupancy for the dwe llin g unde r building permit# I U 0~ a- Signature Bpapplicationoctober2006 ~!l/d7 Date VALUATION/FEE DETERMINATION Applicant S p [?T Address S)b 6¥ ,fS oer D I ate 4.-r, .... 0 a F inished · (Livable Area): Main I ~'11 Upper J o %"); Lower Other '1 Jvr -< I Subdivision 6/rl ~"-~ ~-f/:JGi.vS" ~ I {•lA '1f?-)- Lot/Block 7 :J Contractor C>\AJ , .. -.c.ll. Total Square Feet ;l' ~--:!:> X 7'1 t,f Valuation Basement: 2 2-2 J I') I) 0 . lfcf Unfinished I ~ 1\ X L\ I ;::. Convers ion of Unfinished to Finished Plan Check Fee for Convers ion Valuation Gara2e: Crawl Space: Valuation Decks/Patios : Covered I h <( )<. '2. '1 :; Valuation Open &,a 0 )(. I 2- Valuation Total Valuation Y o 3( 7 z.oo , 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 constmction. 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 platJ, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line and original grade. A section showing in detail, from the bottom of the footing to the top of the roof, including re-bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house-rap, (which is required), siding or any approved building material. Engineered foundations may be required. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. wind speed, wind exposure B or C, and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IRC. I. 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 stmcture 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 stmcture to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of the build~'ng velope as it is shown on the final plat with the proposed structure located within the velope. 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 comer lot. Special setbackszdo 'pply. 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 ~rties), streams or water courses? Yes. ___ _ 4. Does the site plan indicate the location and direction of the County or private road accessing the property? 2 Yes_f_ 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 Departmentt;;t1) 25-8601. Yes .,/ ----''-----~ 6. Do the plans inc de a foundation plan indicating the size, location and spacing of all reinforcing stee n accordance with the IRC or per stamped engineered design? Yes ___ -¥- 7. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearf'}Cl,S required between wood and earth? Yes ~J/ tJ I 8. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and sof(i{s? Yes. ___ J[,j_ __ _ 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 l_s)ads? Yes tL_ I 0. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction?/ Yes 1_ II. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof ral)rs or joists or trusses 0 Yes __ _,L_<----~ 12. Does the building s tion drawing or other detail include the method of positive connection of all columns beams? Yes __ --''----- 13. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed gr3de to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat rf? (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 model and Colorado Phase I c 'fications or phase II EPA certification? Yes _____ _ No·---~~~~~ Does the plan include a masonry fireplace ncluding a fireplace section indicating design to comply with the IRC? A)J Yes No ~ Does the plan include a window schedule or other verification that egress/rescue windows from sleeping. and/or basements comply with the requirements of the IRC? Yes · L No. ______ _ Does the plan incl de a window schedule or other verification that windows provide natural light and ventil on 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 No. ______ __ Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the ylan? Yes tL 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 covenan#. 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 D~part ent prior to any action by the HOA that requires either revocation or substantial mo fication of the plans. Yes No, ___________ _ Will this be the on!Y-residentia1 structure on the parcel? Yes V""" No Ifno-Explain .. · _______ _ Have two (2) cmyplete sets of construction drawings been submitted with the application? Yes. ___ _,v~_ 4 24. Do you understand that the minimum dimension a home can be on a lot is 20ft. wide and 20ft. long? / Yes ~ No. ____ _ 25. Have you designed or had this plan designed while considering building and other construction code r/guirements? Yes ./ ' No. _____ _ 26. 27. 28. 29. 30. 31. 32. Do your plans compl with all zoning rules and regulations in the County related to your properties zone dist ct? Yes No ______ _ Does the plan accurately indicate what you intend to construct and what will receive a final inspection by thejJarfield County Building Department? Yes C_ No·----~ Do you understand that approval for design and/or construction changes are required prior to the applica~tin of these changes? Yes bL No ____ ~ 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 \,L No, _____ _ Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made from 7:30a.m. to 3:30p.m. Monday through Friday. Inspections are to be called in t!/>.3S4-5003. Yes v( No. _____ _ Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.001i-inspection fee? Yes / . No, ____ ~ 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 oft~ilding? Yes ~ No. ______ _ 5 33. 34. 35. 36. 37. 38. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for an Agent and that the party responsible for the project must comply with the IRC? Yes V No. _____ _ Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required at time f1f' applicable inspection. Yes / No ______ _ Are you aware, that on the front of the Building Permit Application you will need to fill in the ParceVSchedule Number for the lot you are applying for this permit on prior to submittal of a building permit application? Your attention in this is appreciated. Yes ,/ No. ________ _ Do you know that the local fire s:Jistrict 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 prior to issuance of a building permit that you will be required to obtain a grading permit? Yes V 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 of a,.Gertificate of Occupancy? Yes / I hereby acknowledge that I have read, understand and answered these questions to the est of my ability. Date Phone: '19'4 aoco (days); _..IZ;},__,'3o~:..c-_,Q~-.J.5'-"CJ'"-'-1 _ (evenings) Project Name: ~t Project Address: LOT 7 Notes: If you have answered "No" on any of the questions, you may be required to provide this 6 PLAN REVIEW CHECKLIST Applicant __ S----It-~--'-(l..,_,-J/,_ __ _ I Building _0ngineered Foundation Date _--=b_-__:.._1~-=----o_f\!...._+-- . d Drivewa y Permit {;~ __ 30ft /Surveyed Site Plan J3tct:r ~ ~ ~~o _• _Flo /Septic Permit and Setbacks L Gradeff opography 30% ~tach ResidentiaJ Plan Review Li st ~Minimum Application Questionnaire 0 ubdi visio n Plat Note s +Fire Depanment Review ~nation Determination/Fees Z ed Urie Plan s/Stamps/Sticker _flL/IL.Attach Conditions ~Application Signed --t,.L'Plan Reviewer To Sign Application ---l,L.Parce1 /Schedule No. JL/& 40# Snow load Letter-Manf. Hms. L Soil s Repon GENERAL NOTES: OAJDRC Approval _ _,,radeffopography 40 9( Subdi vision Plat otes 1·. · .. I ' ·._i .. , ' . ' '·' ,.· ' . ·' . '; .{ ' '' .. ~ ., """1 .l'':o, ·.; .. ,,: . ' ···i ..• ' 'I'·; 11110.-At.L 111111-BY '1'Billla·tRB8Bif.I'S 0 :...hai!··lmiwu> u. tiO'n;, ·being the """"r of· the -laud.-COIIIpritd.uq. the• oaJI: .. M ... -·.IIubt!livislon." :Filing--·r . or-,. loaat..S· '!.nl Garfield Cou11ty,, Colozado•<IIIICI bto:t.nq o!aaii:Oas of pzo- t:ect:ing ~rty,·v•ln•• •. llnd !»"'t!M:ting•. thi.· bulth, conftaience, -!fare ancJ uee ot'tbe -li:IJ Of ~Ota withf.n"!la1CI :lub41YJ.eion, don herf!by declare lllld. adopt-. tba follOitin!l· u•e alld•bW.l4ing. reetrl.dt:lons eaeh and ~u all · wlli.;h !lball,-bB·-•ppt:ic:able to•anil: rcia.-wlth• the· lot•.-in Oak Me..d~JW~J Sllb- -<livls!.on,. FillDg,.lllmber 'l'loo, .,.. tlle .. --appeu .. ce. the pln fUel! for- reco~'-Clft .. July a·;:-·lWl' ae Doc-nt-l.fo' 250268 :t.n t:h" offi(!Oo of th" Gal:fl.eld· Counl!y •Clltd: ·and Rec~er ; .. aail!l reatrictiona-baiog as follawa' . . 1.. ~~:.·~p&JibY .:in said: -"~~.!.vision is· intena.d to be d.,..d.,ped ·" for.. singi&· f11111Uy., Z'Hiil...,ll.i!Ol pw:pa. •• , onllf. Jfo ..,.., tlut.ll. 011., dat:ac:h<t" Bingla: f~l,.>d-ll:l!i.J.-•l>Ul-lle·.flrec:!ted;;upop· ~ one·baUoJlllq •tte, _..,,.IIPt- iiJg· ... cih-app~~~~w """"""OI:lf· bttil.,ing&>-~l• " 9de111t h"""'•• private !l"lea'J'!, · .. bll.rn ·11Dd "tilttv:·bni1dinq, Sl\id-a .... eii8DI:lf'blal.ldiD!Ja, """'ept th"' gu..al: '"'"""; •hall-'nof.-Gli<Hilld, in:. IU:elll l!l!ji.of the nUIIIber of aquah! feet in. the pr;i.n(!tpal dwall.illg:, oil· said blailllin.g· ait"• ll>ld· said II"CUIIIOt'y buildi.JoJ's ahall• bleJid· withi.llnd· . .,C>GIOPlU.....t. tM· galleral atahit:eotaral B<:bma ana dt!sl'Jtl of· the .. fa..1ly ·-uint]. llo, balU1ngroo:; a~el:ure inteDd~d ·for or ..a.pt:e<~ to budiiO!SS, .. c ........ rcial .or ........,actarin!t. !'UllfPG8 .. ,. nor.· anr IDillti!ol•. f..:J.ly dwouling, ah&lll:·: 'b@· erected,. pla<!ell;-maintlll.lied, or p.rmitted upcn. such proper'q>. lllo-quallt::·.llous" &hall. be Z'@QI:ed at any timt> """"P" in COJIIl"'":iol'l with .tbl! prinaipal.:.d'lfellillg ast.pe!!llliti:ad undflr Paraqrapli 6 hereQf, . . ' . . 2. The • ra-at~b41villi<>i:l-· of· a• ll>ti-is problbl.t:ed, exeeJ>t lots 12 ana 23, a, portion of,' whl.ob. may. be· a,,.u.,..ted l!or· roadloay pttrpo!II!O pdor .to sale thereof ·J>y•-tbe undardgned" · 3... Ho sb:Uct.uns of any . 1ort: ~ on ah.r .let., a hall be constm.cted ' o;:loser thaa twt!nty~£;. .... -(25) feet: to anr' 'sl.da l<•t liM or elo$er than fl.ft:y (50) -f...,t l;t!Oin ·112111 f~ lot line.: Also; no hed!l"a or fltft"" ghall be COilS trbet;ed, gt:<>Wn or maintained On lmr ·lot iD the •ul>diviaion hi!lber thaD ·43J feet, Or tz-eea highaz-tban as feet in hdqbt, blzt till.& n!strl.<>t.j_on sh•ll not: apply to .any nat .. .-al growth wlthill tha ~ <>r ~., patio fenoes in co~on with-4wal1ings. 4. ftu struCture <>f a t ... porny cha~a.,teo:, tl:lliier. l:ie.s-t, t•nt, ahaclt, garage, .ban,, or Bill' other outbuHdin!le <>f lUll' deoo.-iptlon ~hall be uaed on_any lot as a reeidence except on ll t~po""':lf baois not "x""""inll dx (6) Months while con•truation of t:h" ~lltng is in proqr.e ... ' \~=· s. !hGr" shell aot he p!!E111itted or maint•lll<!d upon· any lot: or any part there&;-; any t:taae, busineoaa or inoust<y, .,.,.P" th"t owners may l'l!nt or laaae for raoi4antial pu:q>osaa, 1illenll>t reqabad for the """""''" uae. .· .. ·, ..... ~: l I I' . , I IJ ·, ... ~ , ..... .. ·,.,. BoM: ~0 1'118•. 417 ......... . . ' .... .. ,. '• ..-..:..:..._:.~ .. 6. the mini...,. ~h.; of illlll'·· h.....;,·. areat~4 ahalf not be less th1111 1200 aquouee· filet· IMaaU!!ed. o1v Ml,.. outtdcle wallJI .. not l.naludt.ng· open PD""'"""•· ga.rllf~.S.. or carports.. · · · ..: • ... 7' Bcaah Neidenctt ·l!lhaUi canta:IJ,;,at:'leut one· fully eqaipp~clc. · bathr<IC>III·IIIId aU. savage ·•bali'• ba dbpoaad"oJ: .. I>y ,..""" of an indlvid,.al ~leal aewaqe·treatment faellity or aaptic tank and leach field .,. abali be appZ'01t<kl by· .tha coloxado nate aadth »eput!Mnt and local haal.tb agencin. havi119 :lur1s41.C!tion· thereof,': lltlcbmiea1 sewago troai:Jnotnt fac:illti"" allall 1>8· udli=ea oli """" lot•; ••· •:r· pol11lt.· = t.Ju>eaten to pollUte gleOIInd or SUdaca waters. · l'IO•lO'I:' shall· bot·l>8od i.Ji. any Mnl\er Oll: foz any purpose that would teu4 to pollate n.ub7' atr-or other gou;:eea of 'W11~t:tr •. · "' 8, '1he'' kaepin, of live!JtCIO::kl' poult:zy; !JO'ltu. and othor :m:I.Dala. within the •abdivisiOft ahftll'be•prohibit&a, ~~.tbftt· ~~~. reatriction ohltU. l'IDt:' apply':t.O fUiily pete· ~' a·.-•nm· of.·Ofte ha""" oJ: .. eow m:: cll1:1! per· a~e: p~eovidell that said animal.s:.u .. ·-u. kept--~ pxovided fo.,·· ani!.! llo not~. a·h .. lth:hazard or·nQiAaaca: to.tbe•neiq~booll. g. ~" n~!.oall,;o~~:.· offano Lv"·' ""Dd""t: (>1!: aftJ.vity shall be·: e.al!~e.ll on upr>n any· ~ot· ·or· lll·lUIY· •tnotns..., tll•reoa·whl.c:h·DIIIJ'·COIIStil:ute a . .heal, · haauo.,l'l; ouitllln"e "" ·anngyllh9·ta··the-neigbboz1l~.: ... · .'.. · 10 .•. : 'l'h.,.. Ollt:aide··lnu:ning. of. any' traalt. ·. ntl>b'l.sh or oi:Mr ,. materials ahall b8.Aboo1utely probtbLted •. stanaaJ:d• ana approved . baEbe~e~.and.fire~;>laeea·ahall b •. allowed'"" the preparation of f0o4~. . •tul!fs 011ly. · · · ll. •. · RQ. gaa 'linea,. i1ghi>.•uu! ~J:·l1neil; teleflh;me lina. a~:~ . television ·cllblell' aha11 be:. pennitt:etl· unless ·sail!· linH· ue :buleiea nnder- gX'OWI4' and 0\lt. of; si!Jht from· their .. priJIIarY .. ilcm:rne· "t-' the· lot ll.ne to . the dwalllng.: an<'! at the """""'a expellll~>> 12 •. the -er· of ,..,y.' lot. {n a:oia· s11bdiviaion .ahall CCJIIIPlate ...,...,t.,.,tian of ally •truetus.e ·thereon. witbl.n one {1) year afteJ: COIIIIIIence- ment.. 13. The· "'"'"'" of any. lot a hall l<l!ep · tile ,...., elear an<1 t.-ee <>f li:Ubllisb IOftd t:raah. an<l· shall keep .. tha st:ruat:urea thereon in good ro!Jil;_r, doing such maintenance aa ""'Y be required for this (>U<'poae, 14. liD bl>l.l<ll.ng ilhall'blt placed \\pon till!' p..op~~rty ll<nrain by ..,ana of. other th"n n"" oo•u•truction1 it being the put:poee of this coove~~a~~t: tel .l.n&ure that old hi.IUC!inqo will flot b& aovva fr.,.. pr..,.iouo loo::atioas and piaa.d upon property in aald subdiviaioo. · 15. Ho atruotore· ehall ba p111o&a upOn any lOt wllioh is, or ever hu :bean, ""' ctnllll be mac!"' l:lie subject ot a spacifl.a ownership t:ax au now .aefin•nl in chapt.ar U of the colorado 1\l!rille<l Statutes, 1963, · l.6. llo bUll>ouda, signs. or ot:ber allvertb!.ng ""vices of any nature aha11 ba e~cted, place4. ~intaine4 or pe~ittcd upon thu propell:ty in said aubdiviaion: provided that tbio J:eSI:riction dhft11 not be conotrued to prav•nt appropriate name and 3ddJ:e~s signs and stgns tbat: allvarti•e the property for aale cr rent insofar aa it' ia noc~aaery t~ promote the sale and development of auah p~oparty. ... : ·· .. i .-·'. ~ . _,.;' .. ... . · ....... · : .. l' ···: '. j'. ., ' ··: ! J .. ·' .I. '. J '· .. .'I' i ~·. .I -l .. .. . ~ . .. . , . I~ . . . . :.~ .. t .. ---~..:--...;..·' . · -~~~~ ~~ .. ..,· ·~·-_ ... :;:_. :);·~-··;·*~~--" _:.-~.~~ . .....:._.: ...... L:. ~ -~ •. . ' . ... ....... .··: •·,. .,.,· ·,: · .. · ... •· . . '. 11'• ' ' .' ' " . n. lllo hunUng;;.~~ •. tr•J1Pill9· or-oth•EVI.ee t:l.llili!l-or iut%1olll9 <If 'ltil411:fa. llllall~.b•"· pead."IICI: in•·.tll•·· •-:l.vidon; it bel.nq u.s :l.ni:t!llt · 11•"""1! to cma-an~ {m>teat. .a,l.l: .. ori,l41:1.:fe.1:o t:.b• fllll••t. -1:. . po111!1ib~···-··~·-'-:= ~ ' 1,.·. '· lli" lllo · struC!t:una, e~~au·, bt!' pla-.. oz: .local*! on ~1\lf. lot in sm:h .. lllllDneJ:· that: "ili obeauet:,. dinrti.onmotherW18e alter thl! natural trat...: drainage . ...,..., • .,. ana pat"l::'D&• L!Jtetri.a11;_ :, liD ll!llldaeapiut;l. "" chllft9"• to the eld.IIUuq: terr•ilv·•hUJ., be·-•llll:l.cll•tiJball. obatract, divert 'or other-- . ·. >~lee ~ te&" · auch lh:a.I.M9fl. ·· · . 19. 'l!lu>•·elttaUng·.fol:l.ag ... IUI4•;.,.~t:l.on on ••ch lOll 8h'lll be ''·\· ;·pr.,oened"'!n, aa . ....U:.••a. r.at~· si:at:.ci.-:aa .. poso1ble •. 'lo'. this ehl!, the """"' · . ;. a bali-,..,,,., be · r~ .i !'urtb&J:· .tlllllll.' 1:\omty, fl!&l: ':fr..m· the fo'Qndation lines :· .. of·any ·~ anll·.oOI>ly,.,to.th .... IJ>I;I;~nt;<.,.., ... .,uy,tc> ioatal.l driveways, · aid.....,l.lr.&•··~ ·-· il.iepo11•1· faoilit!.••·· .. · ,· • .. ·20. ~,jld:l.n11· shal1 ;,..,..~c!t.;'a;.· pl.:leed .or: alt_.tl .on any· lot:·: er·bUUo!iol!· att!t!· U»til. tbe .. eonati~ction. plane--•1114 mpsoifiaai:l.oru. """ a··plan "~ the',l""at:l.on·ot: tll•~•~e•bas.baen.approveil by·t:h• Areb!.tact:Dral Ccmt:Eol. c....S.ttH · ""' to t:hoi qgalit!y of wol'kllanobl.p an~ .. t:e:tialst: hazmo:l1lr. ·of' ""ternal'.o!eeigli'with·th .. • •ub<Jivi&!cl a:1:'.,,.. ~me! wil:l> e.:ist:.ng at:ru~.-e&. snc! u 1:0· 1oea.tioli"w1t:h r:.llpoct.'• 1:o topQ9raphical finish.,d. t;rraa.,. el.,.,..tian. · · ·.2.1. Eas-t•" and:,z:igbU"ot'•·"*Y'in· ~~tu11:y ·a"" hereby res .. neil for the. er..ction,. 'oonatructl.on,lllllinten:u>eto ana· open.t.l.on Qf , . 'lri.Z'<fllo .. cal>le.,,. pl.li'f'•-"""duita.-ana. apparatus· for. tbe·:"'-isoion of . eleCtri""-1 ~t~~ telepbon•• talev!.al.bno -·. r&llio ·li""B and for. the fUrnishing.-of· -r'tgaa,: ~-" servi.._,.:·or· :for; tbw: J!urniabl.nq.• of other. utili~. pt.trpatie;i;.•qether·witb tba· :t:i'Jbt;·to-entry· for· the, parpoae or ... 'inotalling, maintainiii!J :and· illlproyirog· said• utilit:l.-· 'llon!J, aeroaa, . . upon and 'throogb. a· str:l.p· of :lana ten .: .... t:: in .. t<ltll· Along all int:•do:t let ' lin•. of Ul lot::"'=<!·. t•n f""l:·:in .v,idt:h.•li.long all oot:side boundary line• of the •ubdl. viat<>n. · :Z2. '1'11<! int.tlal.,.onn'bera of:tbo! Ardll.tact:uraJ. con~>rol CDIIIIIittee she.l.l be aowara 11. Hotz, D. ii'O!a.,_e Hotz and lll>r<>ld I. Jolotz. 1fithi11 10 aay• illaoadiat:ely following the sale of the tenth lot in' the snbilivblon, Harold l· 1tot10, o~ hi• replac-nt, shall reGign f~ 1:11<! c,...it±v" llllll the ·"'<~ xemail>ing _,., of tb& c ..... lt:.tee 8hall appoint l.n his •teaa a ""ro::haser of 0111! of !>he first ten lot• sold' within 10 a .. , .. iamoaiat.&ly follCMl.ng the aale Of the t.rentietb lot in tht> sllblli~r:l.oion, D. JP.atine Motz, or h<t:t Nplac ....... t.,: rihall I'Ba:i.gn from the c:-Ut&e oma tb" t.re reD~~~in- 1ng ..-rs aball 'IPPoil!>t in her ot....a a pu,.,hue'!' of: """ of the fiz:at twenty lata aold. & majority of the Comm.l.ti:e• -.y ~eaignate a representa- tilre t" "'* for lt. :En the. e1re11t of daatb, re8i'!JIIillti01'1 or .in8bili.l:)( to acot: of any of the -=" bf! th~ Conoaittee the r"""'il\ing m""""'r• o!; the committee ah~ll bave ~ull QUtharity to daBignate a .uo~eo•or. $either t.h" 1110mhere of the Ccanitte.,, nor hi10 <lnignatea representative thall be enti.tled to tU>Y C!Dtlpensation foz: aenioN perfom.td porB!Iant to tht.a -3- ·.1.;./_ ·~? {~;: ' ' . . ~ :! . .:~~ I ' ·~ / .. · : .1.. ·: 1.! ~~.~ ~ ;. ; , ... ·:·::•·! ··:. 'i' • (, .- \ . l.)J~ti'AM"PM''lK'J' 0,_ HTATH OctQber 5, 1971 Ella Stephe:ns,aeoortlet". ... ' NQ,..,..t11.,T Olat1"1t1.0A"NN OP' JMtrQ•WRA'MOH' ,;.J/.r.,,.t;r~.r.Y.9A~¥11..9W...jrt:.I~.'-.J?~Iialtlte)/;.J;.·~ rf'.~e/i.; f'J,-ftt-11-. ~~-' ,J, !. ~..~....,., .• .,e,tJ.,;. ,~, .... ,. ¥ 11. fC;,t.~ • ./~/if''(;,~ .JlU.k,J...,_·,,J;,flh.y;.......t-fo-1 ,,,;(f,v,J .. ;t~,.r;,.,,/?lwrA< .. ,.;_,;-1-(Ikd..M~¥~· II 91./nltJ,;_~!,J:!_irH.,th----_,("',Y 'J"'-------.1Qly:----.9f. _!?t. 'lf)____J,j_ ,• I' .. --.. _, ... .. , ..• I. "' I'' ·· .. ? . t.J j .. ~-... ( ';. ~-{' -· ,... ,, . ,. ' ........ 1 f] r; '' -.-.--,--·- ' . . ... . ·' . . _ ... I ! .I r ... ..-. ' ( ~ , :;c .. ' l:,_· ! ,, ' ' ' ~;·. "! .. .j ::·· ' .;·,; ' ·~. ; • , il ' I l ' 1 .i ' r. 'I ~ .. l ! J. ... ~ ., RBSTA~~ OF SECT10H 4.8 OF GE!ttRAt. OEC!JI.MTION FOR 01\1!: MV.DO!fS IW«:II Gl\l\VIS:t.D COONTY. COLORADO tffl:EitEAS~ Jt'lid Dee:l.J.ration Va!:: recorded ~ J'o!ln•.JAxy 26, 1977, as Reception No. 216S60 in Boo~ 492 at Pa9~ 894, ana ~, ic vaa the int~nt and pu~1e of tbe D~clarant that the ~i.<!ns fox. asse&sments e~eiteil" hr S~<.tion 4 of aaid t>er:1ara.tion SbC"Juld be juttior and subo:r.i:i.nAt'\", t:.. P.ha li~ns of i;irst mort~_riJqe!Jr r!(~d~ O:f trust and oth.e~· suet. ' .. ae~urity instruments on ~acn Site, ~nd U'lf:EJU.lA.~t .. , tllP ;.~it~"i.i"• ~sta.t~nt: of h',o:t;r:i.:i•;ft,·.~·-8 o.f ?:~~:id I>ealat:atic~""• ·i::s mA.d; · foi. -tt.~ purpo.,e of. ~la:r:i.fyin9. tt.n~ 'I . . ~ . . . jeS~At.!-~11 H"1c:t .iii"te~t o·f O:ecil~~-~nt:: ~So ~s ~.., ~~2 certaiQ and . -~' . ~. .. ~ ''· ·-.!EtC~l.t"& "ihe in.tent 'ind. pulpO!tl!!: of Decla.rane that. the limt.s of ·~ . ~· alt ... £iJ:"s.t rDO!it9'a9es. ~ dQe:dA of trul!lt and o~ex-sueh aeo.~1ritY inet.:uments ~hall be: s~nJ.or,ana !IUPari.o:r t.o all liens Cl"ea.tQ~ and impoaed hy said De:c1ar~tion fo~ unp~id assessments. NOW THERtFOa£, Oaelar~nt hereby resta~a and re~ H.e:edoWI!I aan.ch, Gar'fj C!ld County I C:'),l.Orado, a.a follows to wit: •· · Liability of ~e~~~ Purchasers Qnd ~ocumbran~ers; ~e ~unt of ~ny aaseiAment, chQrqe, fine or ~~~1fy payAble with (eBp@ct to any OWner, o~ 5uch OWner•• GQeBta, Site or Qni~a shall be a joint and s~ve~al obligation to the ADaociation of •~ch OWner ana sueh owner's heirs, personal representatives. sucees•o~• and aaaign1. A party 4cquir!nq !~e ainp\e title eo a Site •hall be jointlY and oev~•a11Y liable wieh the {o~r OWner o! Ute Site to>; •H ouch '"'"'unt' whioh b•d accrued 4nd were pAyAble at the time ot the aeq~i•ition of fee ai~le t!tl~ tb tb~ ~it~ ~y •uah pa>;ty without p~cjudieo to eueh party's r!~kt to recover any of said ~unts paid !rom the tormer Owner. £ach such ~mount, to9eeher with intereJ~ ther~~n; mAY be ~ecovered by ftuit.fo~ ~ ,J ~~ N ~ .. ., 1'. ~ _;., ~ -..J. -~-.... .•: .,, ·~. ' .J ,~ ·'· '. ;· .,·· p; " ~ I f .... . · money judq.ment by thf! Association vitho~~ foreclo~in9 or waivinq any lif!n gec:urin9 the ··a8Jie. Notwithsi:Qndinq the fo~eqoinq, the bolder o£ a mortgage. d~ed of ~~uat or other lien on a Site shall not be liable fo~ any such aSSt!as~~~ent., charge, f!ne o~; penalty and the lien for any such assessments, sh~ll be subordin•te and irtniOr to the lien of any first ~rtgage, deed of trust or other secu~ity instr~n~ on ~y Site. EXcept as hereinabove p~vided, Deela~ant ratifi~s and confir.ms a~1 othar provisions of the General Declaration tor 08A Meadows ~nch, Garfielu County, Colorado. ~N WITNESS WKBRZOF, Declarant has executed tni5 Restatement the day ~nd year fir~t above written~ _....-···~<·:.'>' r · •. ·· . . .• . ' :1 )'\tte.et' ~.. . ·,·: • ... .,. . (~ .. ·: \ ' \ f . . t.'.' ~ ',.. . :J· J) . I • · ; ., -; •. ...., • I I ~ .. .1 I( ,'I I. ' . . • • .:....:.:......~· . ; I i 'b.' A-{~:.e:::.:~.:.i:f--~-.. · • .-t .. · ~ret t'J / / . . . . .. ~" .. • ,. STAT:!'!. 0~ COLORADO ) COUNTY OP GARFIELD )SS- ) . . T~ for~qoifi9 inet~wment was acknowledqed Oefore m.IP "''is,Ji!::!:.d.e':" ot' ").11.....,.,/y , 197~1 by Roi.loert:. .. _ , ..... ai.d&n~-and Joart""~~-.... -"S Sect"etary of Redst>::~ne Coz:poratio.h, ~ €olor~d0 Co~or~tion. -~- ., . ~-r~ f' ~· •' . _j l I li i 1 J !I \ t I I 100' --·~ No. I03~o Lt ffR-~ {~+ot-~l , Utl \-k~A-"T~-> (1>f~C-tt0&~ Assessor's Parcel No. ~~crs:. 22'2.r02~00 + Date 6-28-o ]__ 5P/2.Y BUILDING PERMIT CARD Job Address ():)f)i) ~eV\ \J.}Ov\.,1. ( 0Jo. Y-HPttdClW.5 l?h 2-Jt.Pt "1-C)\JY.3. Owner~? Fl!l'/t · 'SotMeS !V Address44--l ~~ozHn;"i'Ws~one # 2~0~e>SDI Contractor Olli\\er Address t\ Phone # __ 1 .:....1 __ Soils Test----------- Footing :2--4 7 -o 2 ~ Foundation 'i }"£\7 ~.). Grout ------.......,..-:-::;;o,--=-o._--...- Underground Plumbing '8-l7-:cQ9il/( Rough P~mbing 1-~f(;-clf~~ Framing~-I-dS~ _ Insulation ..2.-/11!>$- Roofi ng --:-::--::,----:;;;---:-:;;;J-"7""r"-=--- Drywall Af d ~&-0~ · Gas Piping ;-/U.? ~ i.A.--.,.-1 I ;.[s·~ / & -/.7--CJB' NOTES Weatherproofing ___ ..:.;_ ______ _ Mechanicai ____ __,---,-----=--- Eiectrical Rough (State) /-/9--o Z Electri_F.al Final (State) s---,s:--o .. 'Y Finalft?-ZZ-c1'f/Checklist Completed? ~.-(/ Certificate Occupancy# _--..~.,~rL3..AJ.cd5,L>,L ____ _ . Date ISS Yfi:; llJ.'BO-tYJ Septic System # .::ct..l=,="3::..:~~s-;::.,_ _______ _ Date ~/J.?fol Final - Other----------~--- ,[}JbVIZWJtf.'? 8 K s£;:;71 c. 2 C, C }J!L/ti:C/ol(? ;jv/sa;;__LJt:;>tinue on back) INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued&.~2:J.~.1.-.... Zoned Area ............................... Permit No ... f.Q~~-~········ AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the 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 SJEctU-2\!lV\Q f!>Y\ uNI bet<:erot'V'It w!ope n t coli f?tiUos t-o.>r\-qototJ~ Address or Legal Description Deb~ 90:.'flf'Y'\ \lJtl.~ • (o,IJJ.S Owner 5\?f0.'-1 1ovYie:5 '1.Y:" Contractor ()~V)~ .("' Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD THIS PERMIT IS NOT TRANSFERABLE For Inspections Ca11384-5003 108 8th Street Glenwood Springs, Colorado APPROVED DO NOT DESTROY THIS CARD Date~U·l By F3"/;K IF PLACED i'>UTSIDE -COVER WITH CLEAR PLASTIC . "'' ~- COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 I have this day inspected this structure and these premises and found the following corrections needed: 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, call for inspection at 970-384-5003. Building Inspector _1_r:::;;:;~~~Cd.~Q~~!"'::==::':::::::::::_ __ Phone (970) 945-8212 .· COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone {970) 945-8212 PermitNo. __ ~c1~~~~~:s--~ __ 5L,~~L--------------------- I have this day inspected this structure and these premises and found the following corrections needed: 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 correctioh(s) have been made, call for inspection at 970-384-5003. Date /0-/3 .-20 oo Building Inspector __ ("" • .;;;·;.-;,/<1!2!'!"··~'='-2:.'; _··· ::..!~~;,.&.~::!:~~~""~:,::-=-:___--__ _ / 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 OC6g ~~ ~- PermitNo. __ ~~~2_ _______________ __ I have this day inspected this structure and these premises and found the following corrections needed: "-/' (/ ' / !-Q.Call for Re-lnsp'tiction 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-3 84-5003· Date /-/6 -() J? 20 Building Inspector ~~~---- Phone (970) 945-8212 - COlJNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone {970) 945-8212 Job located at _ ____~.O.LC.QLS.;.6,_.3'"---s.a&A~~f:l~.____;~~~"'~-----, (/ Permit No. !O:),J'i? I have this day inspected this structure and these premises and found the following corrections needed: !)~~ ~ l(~~.;J_ ~ ~ .Zk. ~~ Q~ z;: ~~~-y=v~~~ ~Zr~~~ You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date f?-:?!-o7 20 ------= Building Inspector ~~~~ Phone (970) 945-8212 , COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone(970)945-8212 Job located at __,_o~o~G"'-&'~.L~~· IP-~_;'l!Li~~'f;~+--~---- Permit No. ( o 5:3 8' I have this day inspected this structure and these premises and found the following corrections needed: J)~~~~~/7~~ ~.~ d--) C:J( r ~ -~- You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date 7-.,A$"'-o? 20 .----- Building Inspector ~,g_~-....,2:,__--- Phone (970) 945-8212 • CTL I THOMPSON SOILS AND FOUNDATION INVESTIGATION SPRY RESIDENCE LOT 7, OAK MEADOWS, FILING NO. 2 GARFIELD COUNTY, COLORADO Prepared For: JAY SPRY 421 Hitching Post Lane New Castle, CO 81647 Project No. GS04989-120 234 Center Drive I Glenwood Springs, Colorado 81601 Telephone: 970-945-2809 Fax: 970-945-7411 May 29, 2007 TABLE OF CONTENTS SCOPE SUMMARY OF CONCLUSIONS SITE CONDITIONS PROPOSED CONSTRUCTION SUBSURFACE CONDITIONS SITE EARTHWORK Grading Excavations Backfill and Fill Structural Fill FOUNDATIONS FLOOR SYSTEMS AND SLABS-ON-GRADE BELOW-GRADE CONSTRUCTION SUBSURFACE DRAINAGE SURFACE DRAINAGE LIMITATIONS FIGURE 1 -APPROXIMATE LOCATIONS OF EXPLORATORY PITS FIGURE 2-SUMMARY LOGS OF EXPLORATORY PITS FIGURES 3 AND 4-SWELL-CONSOLIDATION TEST RESULTS FIGURE 5-GRADATION TEST RESULTS FIGURE 6-EXTERIOR FOUNDATION WALL DRAIN TABLE 1-SUMMARY OF LABORATORY TEST RESULTS JAY SPRY SPRY RESIDENCE CTLI T PROJECT NO. GS04989-120 S:\G$04989.000112012. ReportsiG$04989120 R1.doc 1 1 2 2 3 4 4 4 5 5 6 7 8 9 10 11 •.·.c -:n-w SCOPE This report presents the results of our soils and foundation investigation for the Spry Residence proposed on Lot 7, Oak Meadows, Filing No.2 in Garfield County, Colorado. We conducted this investigation to evaluate the subsurface conditions at the site and provide recommendations for the proposed construction. Our report was prepared from data developed during our field exploration, laboratory testing, engineering analysis and our experience with similar conditions. This report includes a description of the subsurface conditions found in our exploratory pits and our opinions and recommendations for design and construction of foundations, foundation walls, drain systems, floor systems, and details influenced by the subsoils. The recommendations contained in the report were developed based on the currently planned construction. We should be informed if actual construction will differ significantly from the descriptions herein. A summary of our conclusions is presented below. SUMMARY OF CONCLUSIONS JAY SPRY 1. Subsurface conditions encountered in our exploratory pits consisted of about 2 to 4.5 feet of sandy clay "topsoil" underlain by natural sandy clay with occasional cobbles and boulders to the total explored depth of 12 feet below existing ground surface. Free ground water was not found in our exploratory pits during excavation operations. 2. The residence should be constructed at an elevation such that surface flow of water or water conveyed in the drainages on the lot will not pond adjacent to the walkout level. 3. The residence can be constructed on footing foundations that are supported by the undisturbed, natural clay. A more positive alternative to reduce the chance of foundation movement is to construct the footings on an at least 2 foot thickness of densely-compacted structural fill. Design and construction criteria for footings are presented in the report. 4. We judge slab-on-grade construction can be supported by the undisturbed natural clay with low potential risk of differential movement and associated damage. SPRY RESIDENCE 1 CTL IT PROJECT NO. GS04989-120 S:\GS04989.000\12012. Reports\GS04989120 R1.doc '1fm~. -·-· .. 5. Surface drainage should be designed to provide for rapid removal of surface water away from the proposed residence. A foundation drain should be installed around below-grade areas. SITE CONDITIONS Oak Meadows is a residential development west of Four Mile Road (County Road 117) in Garfield County, Colorado. Lot 7, Filing No.2 is in the southern part of the development east of Aspen Way and north of Oak Crest Lane. We were not provided with site topography. Ground surface on the lot generally slopes down to the north from Oak Crest Lane at grades visually estimated to be between 5 and 15 percent. Two minor drainages cross the lot trending down to the north. The drainages are located northwest of the proposed residence. The drainages were conveying flow at the time of our investigation. Vegetation on the lot consists of native grasses, aspen trees, and limited areas of hydrophilic vegetation adjacent to the small drainages. PROPOSED CONSTRUCTION Building plans were being developed at this writing. We understand the residence will be a one or two-story, wood-frame building with a walkout basement and an attached garage. The garage and lower level floors will likely be slab-on- grade. Maximum excavation depths of about 8 feet are expected to attain foundation elevations. We expect maximum foundation loads of about 3,000 pounds per linear foot of foundation wall and maximum column loads of 30 kips. We understand that a driveway will be constructed to access the residence from Aspen Way. If actual construction will differ significantly from the descriptions above, we should be informed so that we can check that our recommendations are appropriate. JAY SPRY SPRY RESIDENCE CTL I T PROJECT NO, GS04989-120 S:\GS04989,000\12012. Reports\GS04989120 R1.doc 2 SUBSURFACE CONDITIONS Subsurface conditions on Lot 7, Oak Meadows were investigated by excavating two exploratory pits (TP-1 and TP-2) with a rubber tire backhoe at the approximate locations shown on Figure 1. Excavation operations were directed by our laboratory/field manager who logged the soils encountered in the pits and obtained samples. Samples obtained in the field were returned to our laboratory where field classifications were checked and typical samples selected for testing in our laboratory. Graphic logs of the soils found in our exploratory pits are shown on Figure 2. Subsurface conditions encountered in our exploratory pits consisted of about 2 to 4.5 feet of sandy clay "topsoil" underlain by natural sandy clay with occasional cobbles and boulders to the total explored depth of 12 feet below existing ground surface. Observations during excavation indicated the sandy clay was medium stiff to stiff. Free ground water was not found in our exploratory pits during excavation operations. The pits were backfilled immediately after excavation operations were completed. Two samples of the clay selected for one-dimensional, swell-consolidation testing exhibited low (0.6 and 1.0 percent) expansion when wetted under an applied load of 1,000 psf. A sample of the clay selected for gradation testing contained 43 percent gravel size or larger particles, 7 percent sand, and 50 percent clay and silt size particles (passing the No. 200 sieve). Results of swell-consolidation testing are shown on Figures 3 and 4. Gradation test results are included on Figure 5. Laboratory test results are summarized on Table I. JAY SPRY SPRY RESIDENCE CTL IT PROJECT NO. GS04989-120 S:\G$04989.000\120\2. Reports\GS04989120 R1.doc 3 •-~-- .. ' SITE EARTHWORK Grading The residence should be constructed at an elevation such that surface flow of water or water conveyed in the drainages on the lot can not pond adjacent to the walkout level. Earthwork will be required to construct the driveway. We expect maximum cut depths and fill thickness of less than 5 feet. Cut and fill slopes adjacent to the driveway should be no steeper than 2 to 1 (horizontal to vertical). The currently proposed driveway alignment from Aspen Way crosses two small drainages that were conveying water at the time of our investigation. Culverts will be required at these locations. In addition, the top 2 to 4 feet of sandy clay "topsoil" may not be suitable for support of traffic loads. We recommend removal and replacement of the topsoil or, at a minimum, placement of a geotextile separator or geogrid between the clay and gravel for the driveway. The culverts will require maintenance. Driveway constructed on the topsoil or clay may be subject to rutting and pumping. In our opinion, a driveway off of Oak Crest Lane should be considered. An alignment that would minimize driveway length and eliminate the need for culverts may be possible. Areas which will receive fill should be stripped of vegetation, organic soils and debris. The on-site soils free of organic matter, debris and rocks larger than 6 inches in diameter can be used as structural fill. Fill should be placed in loose lifts of 10 inches thick or less, moisture-conditioned to within 2 percent of optimum moisture content and compacted to at least 95 percent of standard Proctor (ASTM D 698) maximum dry density. Moisture content and density of fill should be checked by a representative of our firm during placement. Excavations Excavation sides will need to be sloped or braced to meet local, state and federal safety regulations. We believe the soils within anticipated excavation depths at this site will classify as Type B soils based on OSHA standards governing JAY SPRY SPRY RESIDENCE CTL 1 T PROJECT NO. G$04989-120 S:IG$04989,000\120\2. Reports\GS04989 120 R1.doc 4 excavations. Temporary slopes deeper than 4 feet should be no steeper than 1 to 1 (horizontal to vertical) in Type B soils. Contractors should identify the soils encountered in excavations and refer to OSHA standards to determine appropriate slopes. Free ground water was not found in our exploratory pits during this investigation. Ground water may enter excavations, especially during spring snowmelt or periods of heavy runoff. Excavations should be sloped to a positive gravity outfall or to a temporary sump where water can be removed by pumping. Soils in excavation bottoms will likely have a high natural moisture content. Operation of rubber tire equipment in excavations may result in detrimental soil disturbance. Disturbed soils may require stabilization by crowding pit run into the excavation to achieve a stable working surface. Backfill and Fill Proper compaction of backfill adjacent to foundation wall exteriors and in utility trenches is important to reduce subsequent settlement and infiltration of surface water. We believe the excavated soils can generally be used as backfill, provided they are free of rocks larger than 3-inches in diameter, organics, and debris. Backfill should be placed in loose lifts of approximately 8-inch thickness or less, moisture conditioned to within 2 percent of optimum moisture content, and compacted. The backfill should be compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698). Moisture content and density of the backfill should be checked during placement by a representative of our firm. Structural Fill Structural fill may be required below slabs-on-grade or be placed to reduce the potential for movement of the foundation system. We recommend using the on-site soils free of organic matter, debris, and rocks larger than 3 inches in diameter as structural fill. The on-site clay soils will likely be a comparatively difficult material to JAY SPRY SPRY RESIDENCE CTL IT PROJECT NO. GS04989-120 S;IG$04989.000\12012. Reports\G$04989120 R1.doc 5 compact and may require drying prior to placement. A positive alternative is to import structural fill. Import structural fill should consist of a CDOT Class 6 aggregate base course or similar soil. Areas which will receive structural fill should be stripped of vegetation, organic soils, and debris. Structural fill should be placed in loose lifts of 10 inches thick or less, moisture conditioned to within 2 percent of optimum moisture content, and be compacted to at least 98 percent of standard Proctor (ASTM D 698) maximum dry density. Moisture content and density of structural fill should be checked by a representative of our firm during placement. FOUNDATIONS Our subsurface information indicates that natural clay is present at proposed foundation elevations. The residence can be constructed on footing foundations that are entirely supported by the undisturbed, natural clay or an at least 2 foot thickness of densely-compacted structural fill. Placing at least 2 feet of properly placed structural fill below footings will reduce the potential for movement of the foundation system. Recommendations in the Structural Fill section should be followed. All topsoil, soils containing organic matter, and loose or soft soils should be removed from below footings. We should observe soils exposed in foundation excavations to verify that the soils are suitable for support of the footings as designed. We should observe and test placement of structural fill. The footings should be designed and constructed with the criteria below. JAY SPRY 1. Footing foundations should be entirely supported by the undisturbed, natural clay or densely compacted structural fill. Soils loosened during the forming process for the footings should be removed or re- compacted prior to placing concrete. 2. Footings should be designed for a maximum soil bearing pressure of 3,000 psf on the natural clay or structural fill. 3. Continuous wall footings should have a minimum width of at least 16 inches. Foundations for isolated columns should have minimum dimensions of 24 inches by 24 inches. Larger sizes may be required, depending upon foundation loads. SPRY RESIDENCE 6 CTL IT PROJECT NO. GS04989-120 S:\GS04989.000\12012. Reports\GS04989120 R1.doc =ilf1f:'· -nm 4. The structural engineer should distribute loads as evenly as possible across the foundation system. Grade beams and foundation walls should be well reinforced, top and bottom, to span undisclosed loose or soft soil pockets. We recommend reinforcement sufficient to span an unsupported distance of at least 12 feet. Reinforcement should be designed by the structural engineer. 5. The soils under exterior footings should be protected from freezing. We recommend the bottom of footings be constructed at a depth of at least 36 inches below finished exterior grades. The Garfield County building department should be consulted regarding required frost protection depth. FLOOR SYSTEM AND SLABS-ON-GRADE We expect the basement and garage floors will be slabs-on-grade. We judge slab-on-grade construction can be supported by the undisturbed, natural clay or densely-compacted structural fill with low potential for differential movement and associated damage. Topsoil or organic soils should be removed from below slabs- on-grade and replaced with structural full. Recommendations in the SURFACE DRAINAGE section should be followed to reduce potential for wetting of the subsoils below slabs. We recommend the following precautions for slab-on-grade construction at this site. These precautions will not prevent movement from occurring, they tend to reduce damage if slab movement occurs. JAY SPRY 1. Slabs should be separated from exterior walls and interior bearing members with slip joints which allow free vertical movement of the slabs. 2. Underslab plumbing should be pressure tested before the slab is constructed. Plumbing and utilities which pass through slabs should be isolated from the slab with sleeves and be constructed with flexible connections to slab supported appliances. Heating and air conditioning systems supported by slabs should be provided with flexible connections capable of at least 2 inches of vertical movement so that slab movement is not transmitted to the duct work. SPRY RESIDENCE 7 CTL IT PROJECT NO. GS04989·120 S:IGS04989.000\120\2. Reports\GS04969120 R1.doc 3. Exterior patio and porch slabs should be isolated from the residence. These slabs should be well-reinforced to function as independent units. Movements of these slabs should not be transmitted to the residence foundation. 4. Frequent control joints should be provided, in accordance with American Concrete Institute (ACI) recommendations, to reduce problems associated with shrinkage and curling. 5. The 2003 International Building Code (IBC) or 2003 International Residential Code (IRC) may require a vapor retarder be placed between the base course or subgrade soils and the concrete slab-on-grade floors. The merits of installation of a vapor retarder below floor slabs and PT slabs depend on the sensitivity of floor coverings and building to moisture. A properly installed vapor retarder (1 0 mil minimum) is more beneficial below concrete slab-on-grade floors where floor coverings, painted floor surfaces or products stored on the floor will be sensitive to moisture. The vapor retarder is most effective when concrete is placed directly on top of it. A sand or gravel leveling course should not be placed between the vapor retarder and the floor slab. The placement of concrete on the vapor retarder may increase the risk of shrinkage cracking and curling. Use of concrete with reduced shrinkage characteristics including minimized water content, maximized coarse aggregate content, and reasonably low slump will reduce the risk of shrinkage cracking and curling. Considerations and recommendations for the installation of vapor retarders below concrete slabs are outlined in Section 3.2.3 of the 2003 report of American Concrete Institute (ACI) Committee 302, "Guide for Concrete Floor and Slab Construction (ACI 302.R-96)". BELOW-GRADE CONSTRUCTION Foundation walls which extend below-grade should be designed for lateral earth pressures where backfill is not present to about the same extent on both sides of the wall. Many factors affect the values of the design lateral earth pressure. These factors include, but are not limited to, the type, compaction, slope and drainage of the backfill, and the rigidity of the wall against rotation and deflection. For a very rigid wall where negligible or very little deflection will occur, an "at-rest" lateral earth pressure should be used in design. For walls which can deflect or rotate 0.5 to 1 percent of wall height (depending upon the backfill types), lower "active" lateral earth JAY SPRY SPRY RESIDENCE CTL IT PROJECT NO. G$04989-120 S:\GS04989.000\120\2. Reports\G$04989 120 R1.doc 8 =mlf.c--11!\1 pressures are appropriate. Our experience indicates typical basement walls can deflect or rotate slightly under normal design loads, and that this deflection results in satisfactory wall performance. Thus, the earth pressures on the walls will likely be between the "active" and "at-rest" conditions. If on-site soils are used as backfill, we recommend design of below-grade walls using an equivalent fluid density of at least 50 pcf for this site. This equivalent density does not include allowances for sloping backfill, surcharges or hydrostatic pressures. The recommended equivalent density assumes deflection; some minor cracking of walls may occur. If very little wall deflection is desired, a higher equivalent fluid density may be appropriate for design. The structural engineer should also consider site specific grade restrictions and the effects of large openings on the behavior of the walls. Backfill placed adjacent to foundation wall exteriors should be placed and compacted as described in the Backfill and Fill section. SUBSURFACE DRAINAGE The residence should be constructed at an elevation such that surface flow of water or water conveyed in the drainages on the lot can not pond adjacent to the walkout level. Water from precipitation, snow melt and surface irrigation of lawns and landscaping frequently flows through relatively permeable backfill placed adjacent to a residence and collects on the surface of relatively impermeable soils occurring at the bottom of the excavation. This can cause wet or moist conditions in below-grade areas after construction. We recommend provision of a foundation drain around the residence. The drain should consist of a 4-inch diameter, open joint or slotted pipe encased in free draining gravel. The drain should lead to a positive gravity outfall or to sump pit where water can be removed by pumping. A typical foundation drain detail is shown on Figure 6. JAY SPRY SPRY RESIDENCE CTL IT PROJECT NO. G$04989·120 S:\GS04989.0001120\2. Reports\GS04989120 R1.doc 9 ----_--:_ -- I SURFACE DRAINAGE Surface drainage is critical to the performance of foundations, floor slabs and concrete flatwork. The potential for sheet flows may exist on this lot. We recommend that the ground surface adjacent to the walkout basement be graded so that pending of water will not occur. We recommend the following precautions be observed during construction and maintained at all times after the residence is completed: JAY SPRY 1. The ground surface surrounding the exterior of the residence should be sloped to drain away from the building in all directions. We recommend providing a slope of at least 6 inches in the first 5 feet around the building, where possible. Increases in the backfill soil moisture content after placement often results in settlement of the backfill. Backfill settlement is most common adjacent to north facing walls. 2. Backfill adjacent to foundation wall exteriors should be placed and compacted as described in the Backfill and Fill section. 3. The residence should be provided with gutters and downspouts. Roof downspouts and drains should discharge well beyond the limits of all backfill. Splash blocks and downspout extensions should be provided at all discharge points. Water from roof and surface runoff should not be introduced to the foundation drain system. 4. Landscaping should be carefully designed to mm1m1ze irrigation. Plants used near foundation walls should be limited to those with low moisture requirements; irrigated grass or other landscaping requiring comparatively large amounts of irrigation should not be located within 5 feet of the foundation. Sprinklers should be at least 5 feet from building foundations and directed away from the building. Irrigation should be limited to the minimum amount sufficient to maintain vegetation; the application of additional water will increase the likelihood of slab and foundation movements. 5. Impervious plastic membranes should not be used to cover the ground surface immediately surrounding the building. These membranes tend to trap moisture and prevent normal evaporation from occurring. Geotextile fabrics can be used to control weed growth and allow some evaporation to occur. SPRY RESIDENCE 10 CTL IT PROJECT NO. G$04989-120 S:\GS04989.000\120\2. Reports\GS04989 120 R1.doc LIMITATIONS Our exploratory pits were located to obtain a reasonably accurate picture of the subsurface. Variations in the subsurface conditions not indicated by our exploratory pits will occur. We should observe and test placement of fill. We should be called to observe soils exposed at footing elevations to verify that the soils are suitable for support of the footings as designed. This investigation was conducted in a manner consistent with that level of care and skill ordinarily exercised by geotechnical engineers currently practicing under similar conditions in the locality of this project. No warranty, express or implied , is made . If we can be of further service or if you have questions regarding this report, please call. CTL I THOMPSON, INC. (5 copies sent) JAY SPRY SPRY RESIDENCE CTL IT PROJECT NO. GS04989-120 S:IGS0 49 89 .000\120\2, Rcports\GS04969 120 R1 .d oc 11 SCALE: 1'= 40' Sun King Drive Lot 16 Jay Spry """' Residence Lot 17 ...... Ql I co CD ->. 0 • :t:~ C'tJ G> 0 Q.o "'a:: < >--c :J 0 u ....... Project No. GS04989-120 Lot 25 TP-2 • Lot 7 TP-1 • Lot 8 Lot 6 Approximate Locations of Exploratory Pits Fig. 1 LEGEND: TP-1 0 -.. ~ 5 .E .I:. ... ll. .. c 10 15 Sandy clay "topsoil", organic, soft, very moist, brown. Clay, sandy with occasional cobbles and boulders, medium stiff to stiff, moist, brown. (CL) Indicates hand drive sample. Indicates bulk sample. TP-2 0 0 5 ca , -::r 5" .., ca ca .... 10 15 NOTES: 1 • Exploratory pits were excavated with a backhoe on May 2, 2007. Pits were backfilled Immediately after excavation operations were completed. 2. No free ground water was found In the exploratory pits at the time of excavation. 3. Locations of exploratory pits shown on Figure 1 are approximate. 4. These exploratory pits are subject to the explanations, limitations and conclusions as contained In this report. SUMMARY LOGS OF EXPLORATORY PITS Project No. GS04989-120 Fig. 2 z 0 iii z ;;: X w z 0 iii (f) w a: c.. ::;: 0 () 7r------------------------------------------------, 6 5 4 3 2 -1 -2 !·····························' -3 -4 EXPANSION UNDER CONSTANT PRESSURE DUE TO WETTING -aL-----------------------------------------------------~ 01 1.0 10 100 APPLIED PRESSURE -KSF Sample of CLAY, SANDY((;_L) _________________ NATURAL DRY UNIT WEIGHT= 102 PCF From TP-1 AT 5 FEET NATURAL MOISTURE CONTENT= 22.0 % Swell Consolidation PROJECT NO. GS04989-120 Test Results FIG. 3 z 0 iii z <( ll. >< w ~ 0 z 0 iii (IJ w 0:: tl. ::;; 0 () 7r-------------------------------------------------------------, 6 5 4 3 2 EXPANSION UNO!::R CONSTANT PRESSURE DUE TO WETIING 0 -1 -2 -3 -4 -5 -6 -7 -8~--------------------------------------------~------~ 0.1 1.0 10 100 APPLIED PRESSURE· KSF Sample of CLAY'-SA~[l_Yj~---· __ _ From TP-1 AT 10 FEET PROJECT NO. GS04989-120 NATURAL DRY UNIT WEIGHT= NATURAL MOISTURE CONTENT= 108 PCF 18.1 % Swell Consolidation Test Results FIG. 4 HYDROMETER ANALYSIS 25HR 7HR TIME READINGS 45 MIN 15 MIN 60 MIN 19 MIN 4 MIN 1 MIN "200 100 ----~--------------,------- 90 ----j-------:- 80 70 SIEVE ANALYSIS U_S_ STANDARD SERIES ·1oo ·so '40 ·3o '16 '10 '8 ., 318" CLEAR SQUARE OPENINGS 314" 111,'' 3' 5"6" 8" ·--0 . 10 60 -----~------~-----,;_ _____ ·_~--. ··-·· -----------------·--:-:-:-:---:-:-:-----.~! 40 50 0oo'-1=",0'.o'coec,""~.o'=occ5:c..c.o:oo~o 019 .037 CLAY (PLASTIC) TO SILT (NON-PLASTIC) I L~----i_··-~_____L-- 074 149 .297 .590 1.19 2.0 2_38 4.76 9.52 0.42 DIAMETER OF PARTICLE IN MILLIMETERS SANDS FINE MEDIUM COARSE FINE -__ _: _____ ~-:-:-'50 , -----~::::::i_:J9o · .. _· __ ____:___,___::__;_______,_ :~-.--::..:.2~~~ wn 19_1 36.1 76.2 127 200 152 GRAVEL COARSE COBBLES Sample of From CLAY, COBBLEo;S::c-(~C~L),__ __ _ GRAVEL.~~~43 % SAND _____ ? % SILT & CLAY 50.% LIQUID LIMIT % --=% PLASTICITY INDEX TP-2 AT 10-12 FE.,_ET.__ __ --- HYDROMETER ANALYSIS SIEVE ANALYSIS 25HR 7HR TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS 45 MIN 15 MIN 60 MIN_ 19 MIN. 4 MIN. 1 MIN '200 '100 '50 '40 '30 '16 '10 '8 ., 3/8" 3/4" 1W' ,. 5"6' 90 80 70 60 50 40 30 CLAY (PLASTIC) TO SILT (NON-PLASTIC) Sample of From PROJECT NO. GS04989-120 .297 .590 0.42 DIAMETER OF PARTICLE IN MILLIMETERS SANDS FINE MEDIUM GRAVEL COARSE FINE COARSE COBBLES GRAVEL % SAND SILT & CLAY % LIQUID LIMIT PLASTICITY INDEX Gradation Test Results ,. 0 10 20 30 40 50 60 70 80 90 0 w z < Iii " , w 0 " w " % % % FIG. 5 t ; \ F' f' ~L \ \ \ ·-s.s-.:.r ~i,_L_ ---- :·JrviP~:~T.or .. L.IJ= ::)!vlf:.'i<h.").\ D~; ?:'P ~.~T, l,j,_-,~::: =, F' :-., r·. :~<);__I __ 3t ~--_-}\'.,' c -=--·-=!1.1 \ PF:[~-A.3Ri·:=:.c.,_-:-E~ -- C,RK,r\t.,,~E. CO\-FOSI'~ (:tv11RAJRA.Ih! 60DC: ':)~-:::::.:;ur·~-·A~~I\'-, \ \ \ BE LAIC / I I/ ~l L_ I . I '~--'--'~...!---~------' "-'-=='----'! <c2_"--"";r .. ~ rr-~ tl\r u k~ ~ ·~ or:; BEYOI~D S~OPE F'ROM B:-TJM D' ;:-'JCTrNG 1 1'11 -l~rlt:/EF 1'__, __ -, ~,T t=; :::;1Aiv1~_-EF: =·::r:;.~-,y~::.TE=: ·r,: :.:.. -:-r-:~r,Jcr: w:-r-- Exterior Foundation Wall Drain Project No. GS04989-120 l-.;:':>--1:.:·:~ he Fig. 6 PROJECT NO. GS04969-120 TABLE I SUMMARY OF LABORATORY TEST RESULTS NATURAL ATIERBERG LIMITS GRADATION TESTS PASSING TEST DEPTH NATURAL DRY SWELL• LIQUID PLASTICITY PERCENT PERCENT NO. 200 SOIL CLASSIFICATION PIT MOISTURE DENSITY LIMIT INDEX GRAVEL SAND SIEVE (FEET) (%) (PCF) (%) (%) (%) (%) (%) (%) TP-1 5 22.0 102 0.6 CLAY, SANDY (CL) TP-1 10 18.1 108 1.0 CLAY, SANDY (CL) TP-2 10-12 9.0 43 7 50 CLAY, COBBLES (CL) *Note: Swell due to wetting under an applied load of 1,000 psf. Negative values indicate consolidation. Page 1 of 1 Parcel Detail Page 1 of3 Garfield County Assessor/Treasurer Parcel Detail Information Assessor/Treasurer Property Search I Assessor Subset Query I Assessor Sales Search Clerk & Recorder Reception Search Basic Building Characteristics I Tax Information Parcel Detail I Value Detail I Sales Detail I Residential/Commercial Improvement Detail Land Detail I Photographs I Mill Leyy Revenues Detail I Tax Area II Account Number II Parcel Number II 2008 Mill Levy I I 008 II R080337 II 239522202007 II 60.574 I Owner Name and Mailing Address jSPRY, JAMES W IV & KATHERINE M j421 HITCHING POST LN jNEW CASTLE, CO 8164 7 Assessor's Parcel Description (Not to be used as a legal description) jSECT,TWN,RNG:22-7-89 SUB:OAK \MEADOWS SUB. 2ND. LOT:7 BK:0504 jPG:0507 RECPT:757312 BK:1920 PG:71 jRECPT:722199 BK:0755 PG:0918 jBK:0607 PG:0341 Location Physical Address: IIGLENWOOD SPRINGS Subdivision: jjOAK MEADOWS SUB. 2ND. Land Acres: jj2.22 Land Sq Ft: \IO Section II Township II Range 22 II 7 II 89 2009 Property Tax Valuation Information http://www.garcoact.com/assessor/parcel.asp?Parce1Number=239522202007 I I I I I I I I 9/16/2009 Parcel Detail Page 2 of3 II Actual Value II Assessed Value I I Land: 22o,oooll 17,5101 I Improvements: 297,oooll 23,6401 I Total: 517,oooll 41,1501 Additional Value Detail Most Recent Sale Sale Date: 114/27/2007 Sale Price: 11213,000 Additional Sales Detail Basic Building Characteristics Number of Residential jo I Buildings: Number of Commllnd 0 Buildings: No Building Records Found Tax Information Tax Year I Transaction Type I Amount I 2008 Tax Payment: Second Half ($1,405.32)1 2008 Tax Payment: First Half ($1,405.32)1 2008 Tax Amount $2,810.641 2007 Tax Payment: Whole I ($2,811.64)1 2007 Tax Amount $2,811.641 2006 Tax Payment: Whole ($2,686. 72)1 I 2006 Tax Amount $2,686.721 2005 Tax Payment: Second Half ($1 ,344.34)1 2005 Tax Payment: First Half ($1 ,344.34)1 2005 Tax Amount $2,688.681 2004 Tax Payment: Whole ($2,884.62)1 2004 Tax Amount $2,884.621 2003 Interest Charge $50.891 2003 Tax Payment: Whole ($2,544.54)1 2003 Interest Payment ($50.89)1 If II http://www.garcoact.com/assessor/parcel.asp?Parce1Number=239522202007 9/16/2009 Parcel Detail I 2003 Tax Amount II $2,544.541 I 2002 Tax Payment: Second Half II ($944.86)1 2002 Tax Payment: First Half II ($944.86)1 2002 Tax Amount II $1,889.721 2001 Tax Payment: Second Half I ($951.02)1 2001 Tax Payment: First Half ($951.02)1 2001 I Tax Amount $1,902.041 2000 Tax Payment: Second Half ($969.43)1 2000 Tax Payment: First Half ($969.43)1 I 2000 Tax Amount $1,938.861 I 1999 Tax Payment: Second Half ($894.11)1 I 1999 I Tax Payment: First Half ($894.11)1 I 1999 II Tax Amount $1,788.221 Mill Levv Revenues Detail Top of Page Assessor Database Search Options I Treasurer Database Search Options Clerk & Recorder Database Search Options Garfield County Home Page 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 -2008 Good Turns Software. All Rights Reserved. Database & Web Design by Good Turns Software. http://www.garcoact.com/assessor/parcel.asp?Parce1Number=239522202007 9116/2009