HomeMy WebLinkAboutApplication-Permit.pdfGarfield County Building & Sanitation Department 108 Ilk Street, Suite #401 Glenwood Springs, Co. 81601 Office-945-8212 Inspection Line-384-5003 [NQi()263---I Nature of Work Hutlding?ennit
I._f) I \ Ie! 0a,l.l:::-l) \ C)/V Use of Building ( ) (\ on u. OJ). l.J....J I LU:.f. CJ{ ~llU q-e.... T or n ~S Owner \.1/)'J.<.....!C; L dL~lCV \fA Contractor 1;.)\)' H 'U AmountofPennit$
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GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 S"" Street. Suite 401, Glenwood Springs, CO 81601 Phone: 970-945-8212·/Fax: 970-384-8470 I Inspection Line: 970-384-5003 Pennit No: J./.1..0",-d~[Dk',=
3",--_ Parcel/Schedule No: 2Lfo 1-J 1 '2--)/-0 q9 EJ46(t:::" J?r Di$E: j)/?I 11[;" (]),f. 2 3 4 5 G 7 8 \) 10 11 Block No: Describe Work: Class of Work: ?10'"" New U \ -··C~.:; '-c:~;J
NOTICE U Single ou A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO. 'nTIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT
COMMENCED WlTHLN 180 DAYS, OR, IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FORA PERlOD OF 180 DAYS AT ANY TIME AFrER WORK IS COMMENCED. J HEREBY CERTIFY THAT I HAVE READ AND EXAMINED
THIS APPUCATION AND KNOW THE SAM:E TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING THIS TIPE OF WORK WILL BE COMPLETED WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF
A PERMIT DOES NOT PRESUME TO GNE AUTHORITY ro VIOLATE OR CANCEL TIlE PROVISIONS OF ANY OTI-IER STATE OR LOCAL LAW ON. TING CONSTRUCTION OR THE PERFORMANCE Alteration Addition 0 Move
On-Site Sewage Disposal Carport: o Site Plan o Remove Cl Single C.l Double Adjusted Valuations: S Plan Check Fee: Permit Fee: /<;),20.IJ Total Fee: \ Dated Permit Issued: ~~{)ls:'~:
Canst. Type: Zoning: Setbacks: Manu. Home: ISDS No. & Fee: ~~ AGREEMENT PERMISSION IS HEREBY GRANTED ro TIlE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OFTHE CONTRACTOR OR OWNER
TO CONSTRUCT TIiE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITIED TO AND REVIEWED BY 'THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, TIlE SIGNER
HEREBY AGREES TO COMPLY WITH ALL BUILDING CODes AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUN1Y PURSUANT TO AUTHORITY GIVEN LN 30.28.201 CRS AS AMENDED. THE SIGNER FURTIlERAGREES
THAT IFTHE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED \VITH IN TIlE LeOATION. ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE
FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BtnLDING OFFICIAL
FROM THEREAFTER REQtnRING THE CORRECTION OF ERRORS IN SAID PLANS. SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF
THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THis JURISDICTION. THE REVIEW OF SUBMITIED PLANS AND SPECIFICATiONS AND INSPECTIONS CONDUCTED THEREAFrER DOES NOT CONSTITUTE AN ACCEPTANCE
OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIELD COUN1Y FOR ERRORS, OMISSIONS OR DISCREPENCIES. TIlE RESPONSI BILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSfRUCTION RESTS SPECIFICIALLY
WITH THE ARTiCTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST. . ':; f1 .. . P Jl~HEJBY ACKNOWLEDGE THAT I HAVE READ
AND UN1HiIG5~;;Ol5=?~~ b£e \\\,Z{l-CDDCO. Ch# (573 {d-l3~6lo i>C\"6'15' .\0 0\~\()C)'t, .
The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned
by Garfield County Building Department posted where readily visible from access road; 3. A finished r60f, a lockable house, complete exterior siding, exterior doors and windows installed,
a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all
necessary plumbing; 4. All bathrooms must be complete, with washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door;
5. All steps outside or inside over three (3) steps must have himdrails, guard rails on balconies or decks over 30" high constructed to all IDC and IRC requirements; 6. Outside grading
done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather,
but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made; 8. A final inspection sign off by the Garfield County Road &
Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, andlor State Agencies where applicable. A CERTIFICATE OF OCCUPANCY
WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUpy OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (CO.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT
A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAYBE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancl'
use and the issuance of a Certificate of Occupancy for the dwelling under building permit # /.v.atr0 ~ ~ Q-80'f000 -----' Signature Date Bpapplicationfeb2006
FEE ESTIMATE FINISHE" LIVING SPACE: "L.-nO X 74." = I (P 2)055, CoD UNFINISHE" BASEMENT: ~ \ A-X 41.00 = 10 j ~ CRAWL SPACE: ,~J '19 X 9.00 = I Cf /500 GARAGE: LfJ£:) X IB.OO = -,4 (0
. ' UNCOVERED 'PATIO/"ECK: . [be (~ X 12.00 = I,q ZJ:) COVERE" 'PATIO/"ECK:lO'~' X 24.00 = '2yS9 L. Mn~ ________________ __ Mn~ ________________ __ /' TOTAL VALUATION: [q S, S &Z,'l
cUt() 'PLAN REVIEW FEE: ; 9 ~ j ID 'PERMIT FEE: *1 J 5 2.0. I S I TOTAL: ~ '2_,5 o~ 0 2~5 ; MANUFACTURE" HOME SET U'P FEE: _______ _ SE'PTIC -'PERMIT: _____ _ 'PERK: ____ ____
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 pennit applica ion and expedite the issuance of a pennit it is important that complete infonnation be provided.
Vi. ,en reviewing a plan and it's discovered that required infonnation has not been provided by the applicant, this will result in the delay of the pennit issuance and in proceeding
with building construction. The owner or contractor shall be required to provide this infonnation before the plan review can proceed. Other plans that are in line for review may be given
attention before the new infonnation 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 detennine 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 IS"x24" and drawu to scale. 1 , .
Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the
finish grade line and original grade. A section showing in detail, from the bottom of the footing to the top ofthe 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 of30% 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 bUildin. revelope as it is shown on the final plat with the proposed structure located within the e
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 corner lot. Special setbacks do apply. Yes i /v 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 prop'erties), streams or water courses?
Yes tJ7A I 2
4. Does the site plan ~di6ate the location and direction of the County or private road accessing the property? ,/' Yes i,.,-/5. Do the plans in~jude a foundation plan indicating the
size, location and spacing of all reinforcing steeYrn accordance with the IRC or per stamped engineered design? Yes V 6. Do the plans indic(lte the location and size of ventilation openings
for under floor crawl spaces and t~ances required between wood and earth? Yes '------7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist
spaces and soffits? Yes, ____ _ 8. 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 10l)dS? ~ , ~, Yes t/\/!([UM ~ . 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction?
/,-. Yes v 10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafte;s ifr joists or trusses? . Yes V ' 11. Does the building
section drawing or other detail include the method of positive connection of all columns and Mams? Yes ,:r 12. 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 roof'? (Building height measurement usually not to exceed
25 :teet) Yes .J 13. Does the plan include any stove or zero clearance fireplace plarmed for installation including make and m6del and Colorado Pha)l€II certifications or phase II EPA
certification? Yes ,J No /6W-A .~~, 3
14. 15. 16. 17. 18. 19. 20. 21. Does the ~lan include a masonry fire7lac including a fireplace section indicating design to comply wIth the IRC? . Yes . No _____ _ Does the plan incJ;Ude
a window schedule or other verification that egress/rescue windows from sleeping r96ms and/or basements comply with the requirements of the IRC? Yes ~ No _______ _ Does the plan inclllde
a window schedule or other verification that windows provide natural light and ventilaji'bn for all habitable rooms? . Yes J No _____ _ Do the plans indicate the location of glazing
subj ect 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 all natural and liquid petroleum gas furnaces, boilers and water
heaters e plan? Yes No _____ _ Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision process, are building plans in compliance
with all plat notes and/or covenants? I Yes No ------Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written Il tmission from the
association, if required by that association, prior to submitting an plication for a building permit? Thebuilding permit application will not be accepted w.' hout it. Yes No _____ _
nly residential structure on the parcel? Yes ----J'---No Ifno-Explain: _____ _ 22. omplete sets of construction drawings been submitted with the application? 23. Do you under tand that
the minimum dimension a home can be on a lot is 20ft. wide and 20ft. long? Yes No ___ _ 4
24. 25. 26. 27. 28. 29. 30. 31. 32. Have you de~i. d or had this plan designed while considering building and other construction co e requirements? Yes No ____ _ Do your plans comJ:l
with all zoning rules and regulations in the County related to your properties zone dis . ct? Yes No _____ _ DO. es the Pl?ltCCuratelY indicate what you intend to construct and what
will receive a final inspection b the Garfield County Building Department? Yes No ____ _ Do you und~rst d that approval for design and/or construction changes are required prior to the
applicatio of these changes? Yes No . Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of app!' ation submittal and that you will
be required to pay the "Permit Fee" as well as any "Ro 11 Impact" or "Septic System" fees required, at the time you pickup your building pe t? Yes No ____ _ Are you aware that you must
call in for an inspection by 3:30 the business day before the requested ins ection in order to receive it the following business day? Inspections will be made fr 7:30 a.m. to 3:30 p.m.
Monday through Friday. Inspections are to be called in to 3 -5003. Yes ---"'--No _____ _ Afe you aware that equesting inspections on work that is not ready or not accessible will e-inspection
fee? Yes No ------Are you awa~rt at you are required to call for all inspections required under the IRC including appro I on a final inspection prior to receiving a Certificate of Occupancy
and occupancy of t e building? Yes No ------Are you awar I that the Permit Application must be signed by the Owner or a written authority bein given for an Agent and that the party responsible
forthe project must comply with the IRC Yes ---"----No ____ _ 5
33. 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 Departmenttating one is not necessary? You can contact the Road & Bridge Department at 625-01. Yes No ____ ~----__ --34. Do you understand that you will be required to hire
a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the wor . The license number of the person performing
the work will be required at time 0 applicable inspection. Yes No, ______ _ 35. Are you aware, that on the fTont ofthe Building Permit Application you will need to fill in the Parcel
Ie Number for the lot you are applying for this permit on prior to submittal of a building permit an£Cation? Your attention in this is appreciated. Yes ~. No. ___________ _ 36. Do you
know that the local fire dis ict may require you to submit plans for their review of fire safety issues? Yes No (please check with the building department about this requirement) 37.
Do you understand that if you are planning on doing any excavating or grading to the property prio to issuance of a building permit that you will be required to obtain a grading permit?
Yes ___ "-__ _ I hereby acknowledge that I have read, understand and answered these questions to the b st of my abilit q1b ~~ I~ ~ & Date Phone: q1D &Mgg~tL (days); \j{{;r;u Project
Name: C lOG( .s ~ D:::r"f L.f~ (evenings) Project Address: ___------I.,...O'+(-'LO~rz~~t;;=,..--qHd'-'I--'.-e~--1---OK"i-'J."",fJ+.e=--Dr'=-'-.:.'--__ Notes: If you have answered "No"
on any of the questions, you may be required to provide this 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 6
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. BpminreqFeb2005 7
PLAN ~EVIEW CHECKLIST APPlicanG,"""""t.D=cWiL~_+-I~_~-'-~~~4-."",-Date_/~-,-'7 '--'-"..U;7'--____ :;;/''' Building v1,'ngineeied Foundation f,.lJ.Driveway Permit Aurveyed Site Plan MSeptic
Permit and Setbacks /' __ GradefTopography 30% ~ach Residential Plan Review List _~mum Application Questionnaire ~division Plat Notes AFire Department Review ~ aluation DeterminationlFees
~ Line Plans/Stamps/Sticker ~ onditions __ pplication Signed ~eviewer To Sign Application __~ _a,rc ceeill/Schedule No. I\l~ ,# Snowload Letter-Manf. Hms. --,V,--_ S'o ils Report GENERAL
NOTES: Line Setbacks __ Floo Plain __ Bui ing Height __ Zo ing Sign-off __ R ad Impact Fees OAlDRC Approval -\\----c/"radefTopography 40% -+--+-Planning Issues __ Subdivision Plat Notes
11/17/2006 01:17 9706252543 ELDENA CLOVSE WARRANTY DEED BATTLEMI\'NT MESA 1,.ANI) ANI) \)~VELOPMENT<;OMPANY, LLC. A CO['()RAOO LIMITEI) LIABILITY COMP,\NY whose addre~ lis PO 111;.,;
6001), Pu·.t;htlft, CO 8U'35. GRANrOR(S).lInd ELOENA CI>QUSE Wh05C oddren is 045(l ClJl,lnty RttAd 223. RID .. , CO 8t~. GRANTSE(S); WITNEss., th# the grMltor(s}, fur and in consjder.{rtion
(lf~~ Jlum ofSJXTV THOUS4NI,) AND oonoo nOI,..I,..f\RS ($6&,000.00). !lie receipt ond :s:uffil,:il!n~y fJ( wblch ;$ hmby m::khUWftdted. has Sl'aI'Ilcd. bar~jncd. sold and conveyed, and
by these-p.resen1S docs ,gntflt. biV1l.ain. ~II, wnv~ IIl'1d confirm ul'llQ the yantees, smnw<;'~ heirs lUll! assigll!l IbrtVCf. aU thQ real property. togettu:r with impwvcmonttl, If
W\y, siluaw, tylog and !;Willg ill tne COllnty of Clrneld and Stal~ OrC~f1nu.1l). d~t.ribet1.as rollQws: l,.ot4" FIRST EACLES FOINT, atlcordmg to tbe Plat thel'eo( nled September 22,
200', at Reooption No. 660191. also known by $treet and number as: 107 Eag1e Ridge! OrJvc, Dllttlec~lCtIt .M~ co sum; TOO&TJltR ,wilh .11.11 IlIld $ingu!/Ir the litlredllAment$ and appurttnl1llres:
Ihet'eul'lt¢. be;lolIsin8, Qt in anywise appurtaining, aM the reversion IUld reve~ion:s,. remainder tu'II' n:rnaifl.ders, T(:nts,. iSllur::s and ptofilll tlwll:or. 8Jld 311 tile C$tate,
righl., tid;. inteJ'¢.'it., clilim and d¢mund W~Vf!r of ~h~ WW1_()r. ~ither in Jaw or ~ujty, of. in ~nd to the nbove blttaaintd plm!}:!6t$, witt) Ihe hcrtditamenlS an(l 8.pj)'iltWIWltes:
TO Hit. VE Af\lD TO HOLD thl:= ll9id prcroifSe!i. above b!l.fg8incd and d~i~, with thc appurtCfl8JlCi:S, Ullto the grantee, Sl1Imc4's hell'$; ana assJ~s fort\lu. The gnul\or. for the
grantor, grantor's heirs. and p&fsonal Ttlprtsentativcs. lID~ I;Qvl:inanl., J}rtIJl(, b~in and Ilgn::c to and W)I\1 Inc gra.nta; 2r.u1l,!;x:'$ hr:;ir,l MId M$~n$, l}l~ AI !ho tirlle
01' Un: cAstallnS lind dl>-lIvery ofth.M0 presents, grantor Is weI! seized Grtlle prtll1ises abo ... e conveyed, has good, sure, perfect. absolute and il')dcftasible estate of inheritance,
in law. in fee simple. and, hns good right, rul1 JWwer and lawful \IlIlhorjtY to g'Wlt. bargain, ~ll ~.u;t QJnv~ \hI: s;un~ in m~l,ler Wid to{fl'l w; Q.ro~id, atld thru Ule Ntm¢ we f1'l:e
and clc9J' !tom all rvrma-and Qth~ gmni.5, 1,Jmp.ms, sale$., lien!\' t~tS, assessments.. tncumbr&nOO$ and rtiUrlction:l: vI' whatever kind or Ilature soever. I:xcept general taltCS for
the current and subsequent years. and c::oopt easemeni!1, Cf,lvOOIltll$, mn4iliQIIf, ratrictiQns, n::i;r;rvalion$, :snd risbt$ (If wily (If ~rd, ifany. Tlie grantor sh"U and will WARRANT
AND FOREVER DEFEND the abowA}arsaincd premises in me quIet and' !)Ctttc\'lblf:; pO$$~IQI} ()r the iUJ!lt((:e$, gf1l.nt(;t's hoil'S and ll."iSigns, l1ga!l1$l .11.11 IlIld eva-y 1'1::001'1
IJr ptlT$on$ iawrl,llly I claiming the wtlole or any part thereof. I The smgular n~btr shall inl::lude lht plural the pll1t1lt the singular, and the use orally gender ~hall1;l¢ appllcablt.
to all genders. Slate of County of lor hIlS executed Ihis d~oo on the d!t.lc SCI fbt1h above. c.,1C> ....... ~Q 6. frLP'U!) 111t goit'lg instrument was acknowled;ed. sub3crlbod IUld
swom to before me thl~ II ¢ day of "' t. >r __ , __ I?~hy l,VNN J. SHORt, MANACER,OP BATTI,...EMENT MESA UNI) AND EVELOPMENT COMPANY COLOR,<OO LIMITE!) l-1"UIl-ITV COMPANY My CommissioJl
Hxpires; ~-'-..L.-R 1\'\ n; . ( 'l~u ttt~~rJ. mJ( v\ fi'fM{O Or l :tt(A('Vux.t~ J (u I(1YS Ol.NtllAt W"IUt ... N'I!V D~eo' Ptto:rroJV.l't\tt: "ttt:\MI 0902053 PAGE 01 I
11/30/2006 04:44 9706252543 Dena Clouse 450 County Road 2~3 Rifle, CO 81650 Dear Dena: ELDENA CLOVSE December I, 2006 This is to certifY thl\t I designed the fuundation fot the ranch
house at 107 Eagle Ridge Drive, lot 49, in EaJIIes Point subdivision, PAGE 02 To determine the load the foundation will carry, the total weight of the house plus the 40 PSF snow load
IUld interior live load was calculated, This included the weight of the roof, walls, floors, illcluding floor joists, stem wall, footer IUld the individual pads in the crawl space, The
fqoter size was determined using the allowable soil pressure as detennined by the Geotechnical Engineer, Sincerely, Leslie G, Wood Professional Engineer
CONDIT] ONS OF APPROVAL or DISAPPROVAL I. No sitework or building construction may proceed on any Lot (including no preliminary site clearing, grubbing, grade alteration, storing of
material, foundation excavation, extension of underground utilities, etc.) until the Project has received a . Project approval from the Architectural Committee and has been issued a
Building Permit (as required by Garfield County for new home or Renovation projects). 8. All general building and site improvements construction for any Project shall be completed .
and shaH have issued a Certificate of Occupancy from the Garfield County Building Department no later than one (n year after the issuance date of this Architectural Committee Approval.
9. The compJeteJandscaping and revegetation of the improved Lot, to specifically include the front, side and rear yard areas, shall be completed no later than six (6) months from the
date of the Certificate of Occupancy . . 10. If the selection of colors and lor landscaping plans are not included with this application they must be submitted for approval before any
action is taken to install the missing items. 11. 12. 13. APplication<~~roval (InitialsJArchi!ectU);al comm~~emberS): By.· · ",-/, ~1 tJ.JT1 ~.'." =~ -----/. .. ",.,'-/! • ,! ~, Application
App . ecl to the above conditions: ByChrurman:~~~~~~~~~ _______________ ___ Date: 11-/-06 LO'! ~ r2-d'2r ~ Application Oenied (Initials of Architectural Committee Members): Adopted fwd
Effective August 2, 1004 . 1/11111111111111111111111111111111111111111111111111111 660192 09/22/2004 11,24A 81624 P384 M ALSDORF ~o _r O~ n ~4~ "~_ ~ __ __ ~ __ ._
HP GeOtech HeD\vonh,Pawlak Geotech..'1icaL Inc. 5020 County Road 154 Glenwood Springs .. Colorado 8160l Phone, 970-945-7988 HEPWORTH -PAWLAK GEOTECHNICAL Fax, 970-945-8454 email: hpgeo@hpgeotecLcom
--SUBSOIL STuDy -------------------------FOR FOUNDATION DESIGN PROPOSED RESIDENCE LOT 49, FIRST EAGLES POINT EAGLE RIDGE DRIVE BATTLEMENT MESA, COLORADO JOB NO. 106 0757 SEPTEMBER 15,
2006 PREPARED FOR: CLOUSE CONSTRUCTION ATTN: ELDENA CLOUSE 0450 COUNTY ROAD 223 RIFLE, COLORADO 81650 Parker 303-84J-7119 • Colorado Springs 719-633-5562 • Silverthorne 970-468-1989
TABLE OF CONTEl\'TS PURPOSE AND SCOPE OF STUDY ............................................................................ -1 -PROPOSED CONSTRUCTION .................................................
.................................... -J -SITE CONDITIONS ....................................................................................................... -2-FIELD EXPLORATION
................................................................................................. -2-SUBSURFACE CONDITIONS ............................................................................
.......... -2 -DESIGN RECOMMENDATIONS ................................................................................. -3 -FOUNDATIONS ...............................................................
.......................................... -3 -FLOOR SLABS .......................................................................................................... -4 -SURFACE DRAINAGE
............................................................................................. -5 -LIMITATIONS .........................................................................................
...................... -5 -FIGURE 1 -LOCATION OF EXPLORATORY BORING FIGURE 2 -LOG OF EXPLORATORY BORING FIGURE 3 -LEGEND AND NOTES FIGURE 4 -SWELL·CONSOLIDATION TEST RESULTS TABLE 1-SUMMARY
OF LABORATORY TEST RESULTS
PURPOSE AND SCOPE OF STUDY This report presents the results of a subsoil study for a proposed residence to be located on Lot 49, First Eagles Point, Eagle Ridge Drive, Battlement Mesa,
Colorado. The project site is shown on Figure I. The purpose of the study was to develop recommendations for the foundation design. The study was conducted in accordance __ ... . _______
._:!'{i1h_Q.1IT.Agr~§lA~D.tJ2Lg"'ot~~£E!)_"lJ.gi.n~~Jj_l}K§~.J:yi~s to ClQ1Jile COl}§!rucli..Ql1_gateg _ . _______ ._ August 24,2006. Hepworth-Pawlak Geotechnical, Inc. previously conducted
a preliminary geotechnical study for development of the subdivision and presented our findings in a report dated November 21,2003, Job No. 103 680. A field exploration program consisting
of an exploratory boring was conducted to obtain information on the subsurface conditions. Samples of the subsoils obtained during the field exploration were tested in the laboratory
to determine their classification, compressibility or swell and other engineering characteristics. The results of the field exploration and laboratory testing were analyzed to develop
recommendations for foundation types, depths and allowable pressures for the proposed building foundation. This report summarizes the data obtained during this study and presents our
conclusions, design recommendations and other geotechnical engineering considerations based on the proposed construction and the subsurface conditions encountered. PROPOSED CONSTRUCTION
The proposed residence will be a two story wood frame structure with an attached garage and located in the building envelope shown on Figure I. Ground floor will be structural over a
crawlspace for the residence and slab-on-grade in the garage. Grading for the structure is assumed to be relatively minor with cut depths between about 3 to 4 feet. We assume relatively
light foundation loadings, typical of the proposed type of construction. If building loadings, location or grading plans change significantly from those described above, we should be
notified to re-evaluate the recommendations contained in this report. Job No. J 06 0757
-2 -SITE CONDITIONS The site was vacant at the time of our field exploration. There appears to be some minor fill on the lot from overlot grading as part of the subdivision development.
The ground surface is relatively flat with a gentle slope down to the southwest. There is less than about 2 feet of elevation difference across the site. Vegetation consists of grass
and .------------weeds~Basalt-c0hhles_were-exposed-0n-gravel.-surface-.----··---·-·----------·--···------· FIELD EXPLORATION The field exploration for the project was conducted on September
5, 2006. One exploratory boring was drilled at the location shown on Figure I to evaluate the subsnrface conditions. The boring was advanced with 4 inch diameter continuous flight augers
powered by a truck-mounted CME-45B drill rig. The boring was logged by a representative of Hepworth-Pawlak Geotechnical, Inc. Samples of the subsoils were taken with a 2 inch I.D. spoon
sampler. The sampler was driven into the subsoils at various depths with blows from a 140 pound hammer falling 30 inches. This test is similar to the standard penetration test described
by ASTM Method D-1586. The penetration resistance values are an indication of the relative deIlEity or consistency of the subsoils. Depths at which the samples were taken and the penetration
resistance values are shown on the Log of Exploratory Boring, Figure 2. The samples were returned to our laboratory for review by the project engineer and testing. SUBSURFACE CONDITIONS
A graphic log of the subsurface conditions encountered at the site is shown on Figure 2. The subsoils consist of about 2 feet of sandy clay with gravel and cobble fill overlying relatively
dense, basalt gravel, cobbles and boulders in a sandy clay matrix. Drilling in the dense granular soils with auger equipment was difficult due to the cobbles and boulders and drilling
refusal was encountered in the deposit. A boring drilled to the east Job No. 1060757
-3 -of Lot 49 as part of the preliminary study encountered about 5)1., feet of clay overlying the basalt gravel and no free water to the drilled depth of 12 feet in October 2003. Laboratory
testing performed on samples obtained from the boring included natural moisture content, density and finer than sand size gradation analyses. Results of swellconsolidation testing performed
on relatively undisturbed drive samples of the matrix soils, presented on Figure 4, indicate low compressibility under existing moisture ----·----_·----conditions-and-light-loading-and-a-minor-to-·lo
w-collapse-potential.esettlement.under-.. ---.--.-----constant load) when wetted. The samples showed moderate compressibility upon increased loading after wetting. The laboratory testing
is summarized in Table 1. No free water was encountered in the boring at the time of drilling and the subsoils were generally slightly moist. DESIGN RECOMMENDATIONS FOUNDATIONS Considering
the subsurface conditions encountered in the exploratory boring and the nature of the proposed construction, we recommend the building be founded with spread footings bearing on the
natural subsoils. The design and construction criteria presented below should be observed for a spread footing foundation system. 1) Footings placed on the undisturbed natural subsoils
should be designed for an allowable bearing pressure 0[2,000 psf Based on experience, we expect settlementlheave of footings designed and constructed as discussed in this section will
be about 1 inch or less. There could be some additional movement of footings if the bearing soils become wetted. 2) The footings should have a minimum width of 16 inches for continuous
walls and 2 feet for isolated pads. Job No_ ]06 0757 ~tech
-4 -3) Exterior footings and footings beneath unheated areas should be provided with adequate soil cover above their bearing elevation for frost protection, Placement of foundations
at least 36 inches below exterior grade is typi cally used in this area, 4) Continuous foundation waJls should be reinforced top and bottom to span local anomalies such as by assuming
an unsupported length of at least 12 feet. Foundation walls acting as retaining structm'es should also be '---------"----"'---'----c-designed,to-resist-a,lateral-earth-pressure"corresponding-to-an-eq
uivalent---'---fluid unit weight of at least 50 pcf, Backfill should not contain vegetation, topsoil and rock larger than about 6 inches, 5) All existing fill, topsoil and any loose
or disturbed soils should be removed and the footing bearing level extended down to the natural soils, The exposed soils in footing area should then be moistened and compacted, 6) A
representative of the geotechnical engineer should observe all footing excavations prior to concrete placement to evaluate bearing conditions, FLOOR SLABS The natural on-site soils,
exclusive of topsoil, are suitable to support lightly loaded slabon-grade construction, The clay matrix soils tend to have a variable settlementlheave potential which could result in
some slab movement and distress if the clay soils become wetted, To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns
with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking_ The requirements for j oint spacing
and slab reinforcement should be established by the designer based on experience and the intended slab use, A minimum 4 inch layer of relatively well graded sand and gravel should be
placed beneath interior slabs-on-grade to facilitate drainage, This material should consist of minus 2 inch aggregate with at least 50% retained on the No.4 sieve and less than 12% passing
the No. 200 sieve, Job No, 106 0757
-5 -All fill materials for support of floor slabs should be compacted to at least 95% of maximum standard Proctor density at a moisture content near optimum. Required fill can consist
of the on-site soils devoid of vegetation, topsoil and oversized rock. SURFACE DRAINAGE The following drainage precautions should be observed during construction and ----·---·--------maintained-at·al
l-times-after-the-residence-has-been-completed:---________ _ 1) Inundation of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backfill
should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard
Proctor density in landscape areas. 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend
a minimum slope of 6 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in paved areas. 4) Roof downspouts and drains should discharge
well beyond the limits of all backfilL 5) Irrigation sprinkler heads and landscaping which requires regular heavy irrigation, such as sod, should be located at least 5 feet from foundation
walls. LIMITATIONS This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty
either express or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory boring drilled at the location indicated
on Figure 1, the proposed type of construction and our experience in the area. Our Job No. 1060757
-6 -services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. If the client is concerned about
MOBC, then a professional in this special field of practice should be consulted. Our findings include extrapolation of the subsurface conditions identified at the exploratory boring
and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described
in this report, we should be notified so that re--·-··-···--·-------·evaluation·of·the·recommendations·may·be·made.--·--·-.. ---·-----7----.-...... -------This report has been prepared
for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide
continued consultation and field services during constJuction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately
interpreted. Significant design changes may require additional analysis or modifications to the recommendations presented herein. We recommend on-site observation of excavations and
foundation bearing strata and testing of structural fill by a representative of the geotechnical engmeer. Respectfully Submitted, Reviewed by: Daniel E. Hardin, P.E. JZAJvad Job No.1
06 0757
LOT 47 LOT 48 1060757 I I '/L LOT 51 APPROXIMATE SCALE 1" = 30' ~----------------~--/~DING -r--SETBACK ---.--/LINE LOT 49 • BORING 1 I I LOT 50 BOUNDARIES ---... ~----::..-----'------EAGLE
RIDGE DRIVE ~ NOTE: BENCH MARK ON SEWER MANHOLE ON TALON TRAIL ROAD NORTH OF LOT 44. LOCATION OF EXPLORATORY BORING Figure 1 HEPWORTH-PAW!..A.K GEOTECHNICAL
BORING 1 ELEV_= 95' ____________ ,_'-""-____________________________________________ ------------.-1~00= 1-----95 95 25/12 WC=14,2 00=84 -200=80 90 25/12 90 1D 1D WC=5.2 Q) Q) LL 00=102
LL c -200=29 c 0 .Q ts Ci1 ill > Q) [jJ 85 85 [jJ 80 80 75 75 NOTE: Explanation of symbols is shown on Figure 3, 1060757 c~£tech HEPWORT&PAWlAK GEOTECHNICAL LOG OF EXPLORATORY BORING
Figure 2
LEGEND: ~ FI~L; sandy silty clay with basalt gravel and cobbles, firm, slightly moist, light brown, ~ GRAVEL AND COBBLES (GC); in a sandy clay matrix, with boulders, dense, slightly
moist, light brown to ~ white, basalt rock fragments, calcareous, P Reiatively undisturbed drive sample; 2-inch 1.0, Califomia liner sample, Drive sample blow count; indicates that 25
blows of a 140 pound hammer falling 30 inches were _,_,_:2:::5:../1_~2_ _ rl,e~'jqllUI;, ir"-P",:rl,-,t"o:,-,:dl,,,ri_v,:,,e,,-,,-th,l~e-,C~,a'~lif~Lo,,,m."'ia=-,:s,a"lm1_~p~I_~e,r,-1,-,2,--,i~nlc,::
,h-",e",s:.., __ ,_ __ -----------,--------------------------------------1---Depth at which boring caved following drilling, T Practical rig refusal. NOTES: 1, The exploratory boring
was drilled on September 5,2006 with a 4-inch diameter continuous flight power auger, 2, The exploratory boring location was measured approximately by pacing from features shown on the
site plan provided, 3, The exploratory boring elevation was measured by instrument level and refers to the Bench Mark indicated on Figure 1, 4, The exploratory boring location and elevation
should be considered accurate only to the degree implied by the method used, 5, The lines between materials shown on the exploratory boring log represent the approximate boundaries between
material types and transitions may be gradual. 6, No free water was encountered in the boring at the time of drilling, Fluctuation in water level may occur with time, 7, Laboratory Testing
Results: WC = Water Content (%) DD = Dry Density (pcf) -200 = Percent passing No, 200 sieve 1060757 ~ HEPWORTI+PAWLAK GEOTECHNICAL LEGEND AND NOTES Figure 3
Moisture Content = 14.2 perc ent Dry Density = 84 pcf Sample of: Sandy Clay Matrix From: Boring 1 at 3 Feet 0 1 ~ * ~ Compression c upon o 2 wetting -~.,,-~--"U3--,,-. .,," .-"--.--'-,
.-_ ... -.--._----, .. •.. ._, .. ,-.~ . .. --._., . .• --" ---"--.---~ '~" ~ 0. E 0 3 () " l\ 4 0.1 1.0 10 100 APPLIED PRESSURE· ksf Moisture Content = 5.2 percent Dry Density = 102
pcf Sample of: Clayey Sand with Gravel From: Boring 1 at 5 Feet 0 r---r-.. 1 ,... * Ii--Compression c ~ upon 0 wetting 'OJ 2 '("i) "'-, 0. E " 0 I'-, () 3 4 . 1.0 10 100 0.1 APPLIED
PRESSURE· ksf 1060757 ~_ J. HEP~ORTJ+PAWt..AK GEO'TECHJCAL SWELL·CONSOLIDATION TEST RESULTS Figure 4
HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 1 Job No. 1.06 0757 SUMMARY OF LABORATORY TEST RESULTS SAMPLE LOCATION NATURAL NATURAL GRADATION PERCENT ATTERBERG LIMITS UNCONFINED ~10ISTURE
DRY GRAVEL SAND PASSING LIQUID PLASTIC . COMPRESSIVE SOIL OR BORING DEPTH CONTENT DENSITY NO. 200 LIMIT INDEX STRENGTH (%) (%) BEDROCK TYPE SIEVE .(ft) (%J (pef) (%J (%J (PSFt 1 3 14.2
84 80 Sandy Clay Matrix 5 5.2 102 29 .C_la-y_ey._ _S and with Gravel .---_ .•. _-'-----_ .. -._----,--•..••.•... ,.---. -----------.-.. -~-.-,-.. -~----.---. '-"---'---'---.. _--:=-~~=:~~=-==~~~::J
----------~-----------.--.--. .-. ----------, ... ~-.-.-_.---... __ ._-.---_ .•.. _-----"-_._ . .. ---------------~----._-_ .. _.---_._._-------------. _---_ . .. _._-----_ ... . ---_
.. __ .. -------_._---_ ..... -.-~---.. ---.--~----,------------------~----.---.---
11/30/2005 04:44 9705252543 1./U4/0U l~'~9 ~970 984 3533 I 1-;.N. o . ~ ELDENA CLOVSE TRUSFAB INC. PAGE 01 ~OOl -------.! '.> r AS I I", I~ :~ : rij)g II 6 . I L
No. Assessor's Parcel No;:;J.!o7, f7a-11-OC{.tt Date 12 --[5:")-b G, \ D + lj.q r~--ED.ete.'3 "'P6t ret-Owner~~~~~~~~~~~ ________ ,CtJG:2.(:LL~-t1Jl.\:::k~ Phone lir¥ 3834 contractorCC::i
60k.Y:' Address ________________ Phone # _______ _ Setbacks: Front ._ RH~ a~ _____ RH LH _______ Zoning ______ 5fr:: bn L~. Wi CJ:Ul::j!-. , INSPECTIONS Soils Test 9 D5\D..:r-~:::b-6S'
Footing ,I-15'-0'1;?mtt!. Foundation /-19 ~ 7???t'B Weatherproofing ____________ _ Mechanical /' Grout ____ :--_-:-_________ _ Underground Plumb~ng r .-., f?n., Rough Plumbing ;:-,J:--...!.I.::::>:-:
,~o-;Ic:::.~ ::';;-'-'-____ Framing '; • a, '7 -Ql0r>'\ Insulation 9-3 -01 .Gm Roofing --ti--,-;c---:::-rc::-:;------Electrical Rough (State) ----r--;-:-~,,-;;-:-;;---ElectrIpal,,fin~1
(State) t -"c 0 7 C<f Y Finallp-iCf-OI /Checklist com~leted? VII" Certificate Occupangy # ...--'S..L6::::=..:::C:5'--_______ Date 6-1'1-0±_~ Septic System # --"=:::r2tz.""",=-_-,~-",
"-,-,,-, _______ Date ___________________ _ Drywall ¥ -/0-0 7 Mm Gas Piping 3,-\ S -o7,Qbo., ..'~ ~ ~ 1\-f';:::'-wVlQ ~ f~"6 '1 ~"~ NOTES Final _______________ _ Other ____________________
_ . '10 u I-~~~~tsu;: ~7r rd~ pAM,"'. /Jc fJ.A-cJj V1I~\, F ~. 0 EXTERIOR Address No. ____________ _ Drainage _____________ _ DeCks-support & clearance to wood _____ _ Decks-stairs &
ralls __________ _ Exterior locks ___ -' ________ _ Flashing around doors & windows ______ _ Insect screens ____________ _ INTERIOR GARAGE Fire wall separaUoo _______ -' __ _ Service
doors-1%" min. _________ _ Door (20 min.) w/auto cJoser-1 %" min. _____ _ MaCh. equip. 18" above floor _______ __ No opening into sleeping area' ________ _ BASEMENT·CRAWL AREA Access
_________ -' ____ _ InSUlation _____________ _ Hoa'droomJStairs ___________ _ Ventilation ____________ __ FINAL CHECKLIST MECHANICAL ROOM Boller' ____ -, ______ _ Hot water -7"'=---;r~~k____=---;Jf._
: F.Ag,""oil 7~~, Floordrain _________ _ Clearance Air con. system'_.-nr_--;;--:---_.,,--_ Hot water he,ter --:O""--LfwvU"""91"",trt&-t..IL=-_ Combustion air __ -_-_--r'-___ Gas piping,
vslves _______ _ LPG Drain _________ __ FIREPLACE/STOVE Clearance to combustibles _____ _ Termination 01 chimney' _____ _ Combustion 8Ir' ________ _ Hearth (12" or 20" on sides) ____
_ Glass doors,-________ _ CertUied by, _________ _ REMARKS (c()ntInue on back) STAIRWAYS Headroom (6'6") ,---________ _ Railing & guardrails ________ _ W;dth ____________ _ Rise & run
____ '-______ ~ KITCHEN Clearance above 9r111_--_-,--___ _ Exhaust 18n _________ -'_ Broiler exhaust (1 hr. chase) ______ _ BEDROOMS Egress ____________ _ Smoke detector _________ _
BATHROOMS Exhaust 'ao __________ _ Shatterproof gloss _________ _ OTHER
. INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTEO ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued/i/l!l.O.(,. ..•.• zoned
Area •••..••...•••........••........ Permit No .. lp.a~.~ .............. . 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 wbich this permit is granted, and further agrees that if the above said regnlations
are not fnlly complied with in the zoning, location, erection and construction of the above described strncture, the permit may then be revoked by notice from the Connty Building Inspector
and IMMEDIATELY BECOME NULL AND VOID. Use st-"'---'"'~e....J Setbacks Front Side Side Rear Tbis Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION
RECORD ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERINGWHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE For Inspections Call
384-5003 108 8th Street Glenwood Springs, Colorado APPROVEODO NOT DESTROY THIS CARD Date~'!I-OD By PShB IF PLACED OUTSIDE -COVER WITH CLEAR PLASTIC
Parcel Detail Page 1 of 3 Garfield County Assessor/Treasurer Parcel Detail Information AsseS$orlIre<lSl1rerPmpertySe<lrch I Ass~ssor SubseU2nen' r Assessor Sales Search Clerk&Recon:jerRec~PtionS~<lrc
h Parcel Detail I Value Detail I Sales Detail I Residential/Commerci<lll!npro-.Y~m~nlD~1l!il Land Detail I Photographs I Tax Area .11 Account Number II Parcel Number II Mill Levy I I
080 II R042217 II 240717211049 II 51.771 I Owner Name and Mailing Address ICLOUSE, ELDENA 1 1450 COUNTY ROAD 223 1 IRIFLE, CO 81650 1 Legal Description ISECT,TWN,RNG:17-7-95 SUB:FIRST
1 IEAGLES POINT LOT:49 PRE:R770006 1 IBK:0735 PG:0142 BK:0601 PG:0658 1 IBK: 1840 PG:818 RECPT:706380 BK: 1763 I IPG:42 RECPT:690211 BK: 1624 PG:286 IRECPT:660189 BK:1703 PG:330 IRECPT:677438
BK:1703 PG:327 IRECPT:677437 BK:1668 PG:443 IRECPT:669853 BK:1650 PG:358 IRECPT:665807 BK:1650 PG:355 IRECPT:665806 BK:1636 PG:378 IRECPT:662798 BK:1624 PG:389 IRECPT:660193 BK:1624
PG:306 IRECPT:660192 BK:1624 PG:288 1 IRECPT:660190 BK:1615 PG:504 1 ,I RECPT:658359 BK:1604 PG:906 1, http://www .garcoacLcom/assessor/parcel.asp?ParceINumber=240717211 049 12/1212006
Parcel Detail Page 2 of3 IRECPT:655941 BK:1575 PG:7 IRECPT:649590 BK: 1575 PG: II IRECPT:649591 BK:0780 PG:0729 IBK:0780 PG:0722 BK:0780 PG:0718 IBK:0773 PG:0475 BK:0769 PG:0647 IBK:0769
PG:0643 BK:0769 PG:0639 IBK:0769 PG:0518 BK:0729 PG:0231 I Location I Physical Address: 11107 EAGLE RIDGE DR PARACHUTEI I Subdivision: IIFIRST EAGLES POINT I I Land Acres: 110 I Land
Sq Ft: 1111,745 Section II Township II Range I I 17 II 7 II 95 1 Property Tax Valuation Information Actual Value II Assessed Value I Land: 14,79011 4,2901 Improvements: 011 01 Total:
14,79011 4,2901 Sale Date: 118/30/2006 Sale Price: 1160,000 Basic Building Characteristics . Number of Residential 10 1 Buildings: 1 Number of co~~ndiio BUIldmgs: 1 No Building Records
Found Tax Information Tax Year II Transaction Type II Amount I 2005 II Tax Payment: Whole II ($29.50)1 II II I http://www.garcoact.com/assessor/parcel.asp ?ParcelN umber=240717211 049
12112/2006