HomeMy WebLinkAboutApplication- Permit'7i;, ·/v 'ClS-tl.e.. , rto\cti~ Garfield County Building & Sanitation Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 ", Office-945-8212 Inspection Line-384-5003 [-NO.
10059 Job Address d-a fD%\Q KJd.)Q. fj5\ \ ltft(2 1 TOV\DlCJ\1;L"U2 Nature of Work Building Permit L.-~O 'l'~ 11'2.-\ I-())O ''1_ Use of Building S\f-(:z\\J)Q.l\\.VYJ:y:so \.)(\f\n\s~
hcv:£ ,\..J\:) \po0xs~O\. '\'\.~'I'Vl~ OwnerYQ,'C'f"1\ \ '\ \ YI'Iott\i bed OWner LR IdS} 0& Contractor Os 1 ), 1rod KO':1?-F CaAig C~lf'.(.~ Amount of Permit $ '2-5C\ \ . 4 \ Date,----"«'-\\-".~7.-=
--S=--I-P"'-" co=::..' ___ _ r. 15170.55 <)!iJ-"I ( G? +r, ~~~ Clerk ~ \~
GARFIELD COUNTy BUILDING PERMIT APPLICATION lOS S·' Str .... t, Smt .. 401. Glenwood Springa, CO S1601 Phon .. , 970-94S..s212 I );'OIJ'C 970-3S4-3470 I Inspect:lon Line, 970-384-5003
Permit No: lDO~ Parcel/Schedule No::..se:...L-"'.Lf-rL-""-'-' ISSUED BY THE STATE 01' COI,oRADO. nus PeRMIT BECOMES NULLANDYOID IF WORK OR CONSTRUCTION AIJl'UORlZiID IS NOT COMMENCitD
W\THLN 180 DAYS, OR, IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FORA PERIOD OF 180 DAYS AT ANY1ThU~ AT"TER WORK IS COMMENCED, I HEREBY CERTll'Y TIIAT I HAVE READ AND EXAMINED
THIS APPLlCATION AND KNOW 'ruE SAME'l'O BE TRUE AND CORRECT. ALL PROVISIONS OF lAWS GOVERNING THIS TIPE OF WORK WILL BE COMPLETED WITHIN WH&THER SPECIFIED HEREIN OR NOT. TIiE GRANTING
OF A PERMIT DOES NOT PRESUME TO GIVE AIJ1HORnY AGREEMENT Q U PERMISSION IS HEREBY O:RANTBD TO THE APPUCAN'r AS OWNER, CONIRACTOR AND/OR THE AG-ENl' OF THE CONTRACTOR OR OWNER TO CONSTRuCT
THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SU13MI'l"fED TO AND RBVlEWED BY THE; Btlll,l)ING DEPARTMENT, IN CONSIDERATION OF nIB lSSSUANCE OJ> TIUS PERMIT, THl~ SIGNER, HEREBY
AGREES TO COMPLYWlTH AU. fJUlWIrfO CODES AND UND USE REOULATlQNSAOOPTED BY GARF1Et.l) COUN'lY PlJRSUANT1'OAlJ11iORITY GWEN LN 30,28.:201 eRS AS AMENDED. 'om SIGNER FURTHER AGREF..s 'mAT
IF THE ABOVE SAiD ORDINANCES ARE NOT FULLY COMPILED WITH INnm LCOATION, ERECl'ION, CONSTRUCTION, AND USB OF nm ABOVE DESCRIBED STRuCroRE, THE PERMIT MAY BE RIfVOKED BY NOTICE FROM 'nIE
COUNT'{ AND THATTftEN AND THERE IT SHALl, BECOME NULl, AND VOlD, THE: ISSUANCE OJ> 1\ PERMT BASED UPON PlANS. SPE:ClFl<'ATIONSAND O11iER DATASHALLNOTl"RE'iENTTIlE BUll,DlNG OI'PlCIAL
FROM THEREAFTER REQITIRlNG THE CORRECTION OF ERRORS IN SAU) PlANS, SPECll'ICATIONS AND OTHER DATA OR PROM PREVENTlNG aUI1DUiG 0l'ERA'110N BEING CARRIED ON THEREUNDER WHEN 1N VIOlATION
OF nls CODE OR ANY OTHER OROINI\.NCE OR REG-ULATION 01' THIS JURISDICTION, mE Rl$VlEW OF SUBMn'TED PUNS AND SPECIl'iCA1'IONS AND INSPECTIONS CONDUCTED TI'mREA!"1'ER DOES NOT CONSTITUTE
AN ACCEPTANCE OF ANY RESPONSlBlums OR UABLmBS BY GARFlELD COUNTY FOR ERl<ORS, OMISSIONS OR OISCREPENCIES. TIm RESPONSI SILrtY POR 'mE'SB ITEMS AND lMPLEMENTATION DORING CONSTRUCTION
RES'I'S SPEC)1>IClAUN WITH 1'U'E ARTlCDETSIGENCE ~T',R , AND OWNER. COMMENl'S ARE INTENDED ro aE CONSERVATIVE AND IN SUI'POlIT OF THE OWNERS LN'l'EREST. -_. I HEREBY ACKNOWLEDGE THAT
I HAVE RBAD AND UNDERSTAND 'mE AGREEMENT ABOVE (INlTIALl'_-'_-",,-_ (C/'7.?-.d-. 4(r'1[0 lc 1»--$l~4.ll <i6)Z3JO(Q oh:t:tlOql tA.S 0Nne..r: \l M-P~ g \ 231 Ole? owner '(o£ti{ ~tliN1JS
Ownu-SieVf)I 'm6\L.O}G La 125\05 3\ 101:201 0
The following items are required by Garfield County for a final inspection: I. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned
by Garfield County Building Department posted where readily visible from access road; 3. A finished roof. a lockable house, complete exterior siding, exterior doors and windows installed,
a complete kitchen with cabinets, a sink with hot & cold miming 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 fUIDling water. non-absorbent floors and walls finished and a privacy door, 5. All
steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 3011 high constructed to all IBC and IRC requirements; 6. Outside grading done
to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather,
but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made; 8. A final inspection sign off by the Garfield County Road &
Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District~ and/or State Agencies where applicable. A CERTlFICA TE OF OCCUPANCY
WILL NOT BE ISSUED UNTIL ALL TIlE ABOVE ITEMS HAVE BEEN COMPLETED. -"'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 MAYBE GROUNDS FOR VACA l1NG PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy,
use aod t~issuance of a Certificate ofOecupancy for the dwelling under building penni! # \ DQO -~~= Signature Date Bpapplicationfeb2006
V ALUATIONIFEE DETERMINATION Applicant ID~ ~ Address 22.. L Wc, e OA Date 't'-1'~ Finished (Livable Area): Main Upper Lower Other Total Square Feet Valuation Basement: 7 j Unfinished
/55 ~, ~ "i '1 l Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Valuation 7 gz., Crawl Space: Valuation DeckslPati os: Covered Valuation Open Valuation
Total Valuation Subdivision LotIBlock Z Contractor fbT~ ifJrevoA1<::.J,f Hv71-e->
La -f 1;2 FEE ESTIMATE ;):;2 c/lGLe ,R~~6-<E .DI(. f}1tf ~Cflc.) -IE; C6 ~/G35 FINISHED LIVING SPACE: . 4.1.:( X 74.61 = /();) I o'd 7. /J UNFINISHED BASEMENT: /)"5 z! X 41.00 = C;;,3
f 7f1 CRAWL SPACE: X 9.00 = I GARAGE: 78' ;;2 X 11.00 = . /fit.O 7(0 UNCOVERED 'ATIO/DEC/(: /;;;g£,2.00 = ;5"3(9 COVERED 'ATIO/DEC/(: X 24.00 = MISC. ________ _ MISC. ________ _ TOTAL
VALUATION: .:){) 0,J 5:3 -'LAN REVIEW FEE: /0/1}. ~ ;}--.,. 'ERMITFEE: IS-GC{.7s . TOTAL: ;).S y-d. 17 MANUFACTURED HOME SET U, FEE: _~JJ'-f-I/(/t::..:...-___ _ SE'TIC -'ERMIT: ...r..
J.. ../.,;.,..iA_ _ 'ER/(: ______ _
fq ~ 'is''''' £IIGI£S ~/;V+ Lo+ S;i;I.tf6i Vi SIIJAJ :J MINIMUM APPLICATION REQUIREMENTS For SINGLE F AMIL Y DWELLING CONSTRUCTION Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And
MOVED BUILDINGS In order to understand the scope of the work intended under a p~"'!1it application and expedite the issuance of a permit it is important that complete informatior !.k'
. }"lVided. When reviewing a plan and it's discovered that required information has not been,·' . '. "I,'d by the applicant, this will result in the delay of the permit issuance and
in proceeding with hLL' ding construction The owner or contractor shall be required to provide this information before tile 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 enongh
information to design your project and provide adequate infol'lnation to facilitate a plan review, Also, please considel' using a design professional for assistance in yOUI' design and
a construction professional for constIllction of your project. Any project with more than ten (10) occupants requit'es 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 al'e required to indicate appropriately and to submit the completed checklist at time of application for a permit, Plans to be included for a Building
Permit, must be on drafting paper at least 18"x24" and drawn to scale, Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with I
decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line and original grade. A section showing in detail, from the bottom of the footing
to the top of the roof, including re-bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house-rap, (which is required), siding or
any approved building material. Engineered foundations may be required. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand
a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. wind speed, wind exposure B or C, and a 36 inch frost depth. All sheets to be identified by number and indexed.
All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IRC. 1. Is a site plan included that identifies the location
of the proposed structure or addition and distances to the property lines from each comer of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature
and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. (NOTE Section: 106.2) Any site plan for the placement of any portion of
a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the
surveyor's signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of
the building envelope as it is shown on the final plat with the proposed structure located within the ~velope. Yes_-"V_ 2. Does the site plan also include any other buildings on the
property, setback easements and utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying for a building permit on
is located on a comer lot Special setbacks~pply . Yes_--;lA~_ 3. Does the site plan include when applicable the location of the LS.D.S. (Individual Sewage Disposal System) and the distances
to the property lines, wells (on subject property and adjacent,rr9perties), streams or water courses? Yes ~ ... '-" 2
4. Does the site plan indicate the location and direction of the County or private road accessing the properly? Yes X r 5. Do the plans include a foundation plan indicating the size,
location and spacing of all reinforcing steel in accordance with the IRC or per stamped engineered design? Yes X 6. Do the plans indicate the location and size of ventilation openings
for under floor crawl spaces and the clearances required between wood and earth? Yes X 7 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist
spaces and soffits? Yes ,X 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 sealevel), floor loads and wind loads? Yes .X 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes ,X 10. Does the
building section drawing include size and spacing offloor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes ~ /11. Does the building section drawing or other
detail include the method of positive connection of all columns and beams? Yes X. 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 feet) Yes X 13. Does the plan
include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or phase II EPA certification? Yes NO.--C7""><"""";:----3
14. Does the plan include a masorny fireplace including a fireplace section indicating design to comply with the IRC? Yes NO _ ~;>(~,~ ___ 15. Does the plan include a window schedule
or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the IRC? Yes ? ~ No--------------16. Does the plan include a window
schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes X No, __'_ __ 17. 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 speci~s,afety glazing for these areas? Yes ~ No ___________ _ 18. Is the location of all natural and liquid petroleum gas furnaces, boilers
and water heaters indicated on the plan? Yes e X No-------------19. Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision
process, are building plans in compliance with all plat notes and/or covenants? Yes X No ___ _ 20. Do you understand that if you belong to a homeowners association, it is your responsibility
to obtain written permission from the association, if required by that association, prior to submitting an application for a bnilding permit? The building permit application will not
be accepted without it. Yes X No _____ _ ( 2l. Will this be the only residential structure on the parcel? Yes x-No Ifno-Explain: ______ _ 22. Have two (2) complete sets of construction
drawings been submitted with the application? Yes><: t' 23. Do you understand that the minimum dimension a home can be on a lot is 20ft. wide and 20ft. 10'W? /Yes ~ No _______ __ /"
-4
24. 25. 26. 27. 28. 29. 30. 31. 32. Have you designed or had this plan designed while considering building and other construction code requirements? Yes X No ____ _ Do your plans comply
with all zoning rules and regulations in the County related to your properties zone district? Yes)( No ~' --------Does the plan accurately indicate what you intend to construct and what
will receive a final inspection, bl the Garfield County Building Department? Yes ,~ No ____ _ Do you understand that approval for design and/or construction changes are required prior
to the a~on of these changes? Yes 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 ~eIJllt? Yes A 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 7:30 a.m.
to 3:30 p.m. Monday through Friday. Inspections are to be calle~~ to 384-5003. Yes ~ No __________ _ /Are you aware that requesting inspections on work that is not ready or not accessible
will result in a $50.00 re-inspection fee? Yes X 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 ~1the building? Yes -f:::,., No _____ _ 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 ~:~theI/RC"Z/No -----5
33. 34. 35. 36. 37. Are you aware that prior to submittal of a building penuit application you are required to show proof of a driveway access penuit or obtain a statement from the Garfield
County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department at 625-8601. Yes x= 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
perfonuing the work will be required at ~~m~f applicable inspection. Yes .~ No, _____ _ Are you aware, that on the front of the Building Permit Application you will need to fill in the
Parcel/Schedule Number for the lot you are applying for this penuit on prior to submittal of a building pefll}i1 application? Your attention in this is appreciated. Yes ~ No, ______
___ Do you know that the local fire.x::t may require you to submit plans for their review of fire safety issues? Yes No (please check with the building department about thTs requirement)
Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building penuit that you will be required to obtain a grading ~:nt?,X:=
I hereby acknowledge that I have read, understand and answered these questions to the ~ability~ y-a-(!)(o ~~ 01 Date Phone: 303· ",,&9 'J~&. '3 (days); ____ #_' __ )_'--,(evenings) Project
Name: f1,~ ~;~ ~~ ProjectAddress:c/d. EAGLE £bGIE !:JR, R41:1+c.th"rfc, C6 g';/6?35 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 beginuing the plan review process. Delays in issuing the penuit are to be expected Work may not proceed without the issuance of a penuit.
If it is detenuined by the Building Official that additional information is necessary to review the application and plans to detenuine minimum compliance with the adopted codes, the
application may be placed behind more recent applications for building penuits in the review process and not reviewed until required information has been provided and the application
rotates again to first 6
position for review, delay in issuance of the pennit or delay in proceeding with construction. BpminreqFeb2005 7
PLAN REVIEW CHECKLIST Applicant 'fYtt<f CID Date 1: -7~.cy, [&'1 LBuilding Angineered Foundation N,;briveway Permit ~Surveyed Site Plan ~Septic Permit and Setbacks ....... " .. , . ....--1Jra\ielTopo
graphy 30% . ~Ch Residential Plan Review List ~inimum Application Questionnaire ~division Plat Notes -t1!Fire Department Review J Valuation DeterminationlFees J Red Line Plans/Stamps/Sticker
AttaCh Conditions ~lication Signed ~eviewer To Sign Application __ Parcel/Schedule No. ~O# Snowload Letter-Manf. Hms. ~ Soils Report GENERAL NOTES: Planning/Zoning ____ Property Line
Set cks _____ 30ft Stream S backs __ Flood Pia' __ Buildi Height __ Zoni g Sign-off radelTopography 40% -I--I-Planning Issues -+,,--Subdivision Plat Notes
· c: f'JU:L, ~ ~1L/-'1V81 No. \ C:(J ::::Jq --~1 -Assessor's Parcel No. OlL\Ol-·nd. ~\ I-rod. (\(r, l-l ILIA'; LLC Date ""i6/7S/QLe l).L-S>\ t 1'JO\1M ~ , B'.m.DI~G PERMIT CARD " Job
Address ~ _ eo,-S~"e K~~_ tel Lot d--,YCV10CJu,L7Uz. 'J. owner~.0Qx)~e)~~ ~ (v't()~ Address lL\L2.. S. I.e illmQLQ, Phb~tP#\pLoq -LZLo3 fl:. , ' , . p.,,--\ 't\);(': lIZL-C~, C:O 1>()o/LQ
'''' 'i Contract r~\_\-:ls"\\c)J(O'3::: \ Address '-" -, Phone # ___ _ RH LH Zoning ____ _ Setbacks: Front '. Rear . ',0 ct..' -" I' CL'L" .cd ~ 0'1'. 011 -h n I "S h QcA b a~."" l01
PO\,;TtO iNsP~t!~~S ~ Soi Is Test ~""-/7iTO:-::::;--7\'::-----~~~~~;tion J~ ~~21 ~. Grout ___________ _ Underground Plumbing _____ _ Rough Plumbing _______ _ Framing ___________ _ Insulation
_____ ----,-____ _ Roofing ___________ _ Drywall ___________ _ Weatherproofing ___________ _ Mechanical _____________ _ Electrical Rough (State) _________ _ Electrical Final (State)
________ --:-..".-Final'O,.;z?'2D10/Checklistm~ C leted? lAW Certificate Occupan$:¥ #A1 ~-'V'..,..s9~-----Date :0. -:z:; . 0 Septic System # ___________ _ Date ____________ _ Final ____________
_ Gas Piping Other ______________ _ r. i ,)" n .-J ' -.LA' NOTES i I~ , ()' W ClZ. rU.JUA P rO% ~ \J0 OC~ q, "S..,QJ . ./'-.A,01.. ,j..JLe,A,) Y-LZ.k.YLC) p Ct-''-kV P rr oyfo i-I.--l'le,(""-C
~~'I,,4Lp,I!~~'1cY'-{'\.., /le:!:.C. 0, ~ ~ 'A'./~ 0& (continue on back) f&. lCSlJo sS fa ~ B ,P. 7/&-q(/{ '7-3 ~
MIT GARFIELD COUNTY, COLORADO iNSPECTION W!U .. NOT BE MADE UNLESS nilS CAR!) IS POSTED ON TliE JOB Date Issued S. 2 :::3o""-"C=-(c= _____ _ Permit No. _-lI-\ 0=-"05:..=-.9+-___ _ AGREEMENT
In consideration of the issuance of the permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection ohhe proposed
structured 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 revokec;l by notice from the County Building department and IMMEDIATELY BECOME NULL AND VOID. Use Sir ON UNflN\~»-Er> f;6\([" wlPRno
4-Ri I~A~ Address or Legal Description 22 ~ ~06e=",,-_'D"":.Jtt.,-,,-____________ ownerOO~ ,\J.L Building Permit Type ~l ~H1lftL.,,-,,=,-__________________ This Card Must Be Posted So
It Is Plainly Visible From The Street Until Final Inspection INSPECTION RECORD I Footing I Driveway 1·\B.b1 'OM ~-_L., ~ Foundation I Grouting Insulation 1· 2.1.01 ft.v. //-6"-o9:jV!
~ ~ ~ Underground Plumbing Drywall ~ s-/::< -09 -;o/?T-Z. /f-/6-0 Y 7JY:;'fCZRough Plumbing Electric Final (by State inspector) ) () -'ft1h?1 ifhv A ~3 -) 0 {prior to Final) ()/,; ~~
/~ ..-,v_2 _/--:-:7 Rough Mechanical Septic Final ~ Ji? ' 1,-0 -01 J\??YI. Gas Piping D1 ~ FINAL 3-23-/0~M~ JD-d-~-Elt~!~j:ut ~sP~to,) (You Must Call For Final Inspection) (prior to
Framing) 0\ Notes Framing '--)!)-:9<>-01 J9w\ (to include Roof in place & Windows & Doors installed & Firestopping in place) THIS PERMIT IS NOT TRANSFERABLE Fo, Inspection C.1I970-384-5003
Office 970-945-8212 108 8th Street, Suite 401 Glenwood Springs, Colorado 81601 DO NOT DESTROY THIS CARD.-j /,' ( /,,, APPROVED Date _____ _ __________ By ___________________________
_ PROTECT PERMIT FROM WEATHER DAMAGE (DO NOT LAMINATE) (
EAGLES POINT ARCHITECTURAL COMMITTEE APPLICATlON SUBMITTAL FORM (For New Borne Construction) INSTRUCTIONS: This Application & Checklist is to be used for all project submittals to the
Eagles Point Architectural Committee (EP/AC). This form is intended to assist in ensuring that the application submittal is complete. This will help provide a quicker, more thorough
review process. It is recommended that each Applicant thoroughly review the requirements of the current Architectural Standards, the Declaration of Covenants (including Resolutions)
and the recorded Final Plat prior to preparing a submittal. Applicants preparing a submittal should compare the information they are about to submit with the requirements of this form
and Acheck off@each required item on the form. If any item is not checked, the Application submittal is not complete and should not be submitted. Incomplete Applications will not be
processed and will be returned to the Applicant. In addition to the checklist, Applicants should filJ in all ofthe places on the Application Form where information is requested. The
Architectural Committee will use this information in evaluating your Application. Ifinformation is requested but is not applicable to your specific project submittal, write AN/A@in the
space provided. Ifsome required information is yet to be determined (such as exterior paint colors you may not have yet selected) write ATBD@in the appropriated space provided. You will
then be required to make a follow· up submittal with these selections at a later date but before installation in the home. DO NOT fill in any information in the AConditions for Approval@section
ofthis form. This portion ofthe form is for Architectural Committee use only. When an Application is complete, please mail or deliver it to the following address: Eagles Point Architectural
Committee Application 73-G Sipprelle Drive P.O. Box 6006 Battlement Mesa, Colorado 81636 Please contact Jane Chapman at (970) 285-9740 to confirm the next scheduled meeting date or to
request further information. We thank you in advance for your cooperation and in complying with the Architectural Standards of Eagles Point. AdoptEd and Effective August 2,2004 IIUIII
nlll 1111111 1111111111 III mUllIlllUllllllUI .--~ : 09122/2004 11: 241< B1624 P379 t1 ALSDORF
-Lt" ')0 2. Architectural Drawings (1/4" = I' or 1/S" = I' scale) with the following infonnation shown. Floor Plan(s) with overall dimensions (fill-in the following square foot areas).
First Floor Finished Living Area: Second Floor Finished Living Area: Lower Floor Finished Living Area: Total Finished Living Area: Total Unfinished Living Area: Garage Area: It; ~ y,
square feet ~ square feet -... square feet I {P::s l.j.-square feet /S .:;;1.{ square feet 7 g 2--. square feet Building Elevations Plans indicating doors, windows, exterior materials,
building height, roof pitch, roof-mounted evaporative coolers, etc. (fill-in maximum height below). Maximum building height to highest ridge line or building structural projection _____
feet above top of street curb at front-center of your lot. Engineered (stamped) Foundation Plan. Outbuildings indicating dimensions, elevations and overall height to ridge line. 3. Exterior
Materials (fill-in the selections below): Roofing Material: CciH.'P Primary Siding 7 ;X;yP-. ·--thM6we Color: "B/ibcv/J /~g<?y Material: _________' &or: Accent Siding Material: _________
Color: __________ _ Trim Material: Color: Masonry Material: Color: _________ -/Stucco Materials: :Dt! 't-V('I Color: oPE· W!+IT?!: (i3B!.l,v/r!rketr; Front Door Material: $r R{lii/"
J6)'>'&12..91.. ,15 Color: __ '.J.!~73...L»1..L. ____ _ ~' 7 Garage Door Material: JlcSf'?k Color: ____l-'.{ ______ COLOR SAMPLE COLOR SAMPLE COLOR SAMPLE COLOR SAMPLE COLOR SAMPLE COLOR
SAMPLE Adopted and Effective August 2,2004 I IUIII Ulll UIIIII 111111/111111 IIIIUI 1111111111111111 MM~lq? ~q/??/?~~4 11,24A B1624 P3Bl M QI~nORF
Failure to pay fines levied as determined at the Hearing may also result in a Lien being placed on your Property or litigation Process initiated by the Eagles Point Board of Directors
to secure conformance with this ful! Application and its respective Conditions Of Approval. l/We understand that Architectural Committee approval does not constitute approval ofthe local
building department, drainage design or structural soundness, nor does it constitute assurance that the plans comply with all applicable codes, regulations, ordinances and laws. lAVe
further acknowledge that any subsequent field changes which If\Ve may desire to the Home Construction or Improvement Projects of this original Application Submittal and the original
Conditions of Approval issued by the EP/AC will require an additional Revised Application Submittal on our behalf, and that JlWe will not proceed witb any su bsequent field changes until
a Revised Conditions of Approval have been issued to us by the EP/AC. Owner=s Signature(s): __-_--L>""-;;~·""~:e:-"'~:,'= ~' -~~~==-':::'::":7\"-~------Owner=s Printed Names: _____________
Date: ___________ _ Builder=s Signature: Builders Printed Name: This portion of the Application Form is to be completed by the Architectural Committee (not the Applicant). Adopted and
Effective August 2,2004 IIUIII 11111 nlllllllllllllllill mUI III 1111111111111 660192 09/22/2004 11:24A 81624 P383 M ALSDORF
AS PER THE ARCHITECTURAL STANDARDS,PLEASE INDICATE THE FOLLOWING POINTS ON THE PLOT PLAN AND BELOW: ELEVATIONS AT EACH CORNER OF THE LOT. LOCATION. 1. 2. 3. 4. 5. 6.--THE HIGH POINT
OF THE LOT. 7.--THE LOWPOINT OF THE LOT. 8.--HEIGHT OF GARAGE FLOOR. 9.--HEIGHT OF HOUSE MAIN FLOOR. 11.--HEIGHT OF ROOF ABOVE CENTER OF THE :MID CURB. e MAXIMUM~--29 FEET) ELEVATION
( FEET) 12.--DRAINAGE FLOW LINES ON THE PLOT PLAN. 13.--ROOF PITCHES.--------1. -------------3.-------------~;) 2.-------------_lcQ_cltj _ 4. -------------15.--SQUARE FEET OF LIVING
SPACE.
; a <,, s S ! a I :'z": • m ~ . , m... , I· ~ llll<%®lbllll® Ii'J@DIi'JJ'IT' ib@'IT' ii'll ®D'IT'llll li'Jib<%1i'JJ 01 ~~~[iS'jJ ~-~-"~"Nn ."'''~n'''' r:n (q7n) U'_r.7~' , if.. N ,
HEPWORTH' PAWLAK GEOTECHNICAL December 30, 2005 Tim Perry 7422 South Telluride Circle Foxfield, Colorado 80016 " Hepworth-Pawlak Geotechnical, lnc. 5020 C6unty Road 154 Glenwood Springs,
Colorado 81601 Phone, 970,945,7988 Faxo 970·945,8454 email: hpgeo@hpgeorech.com Job No.106 0077 Subject: Subsoil Study for Foundation Design, Proposed Residence, Lot 2, Eagles Point
at Battlement Mesa, Eagle Ridge Drive, Battlement Mesa, Colorado. Dear Mr. Perry: As requested, Hepworth-Pawlak Geotechnical, Inc. performed a subsoil study for design of foundations
at the subject site. The study was conducted in accordance with our agreement for geotechnical engineering services to you dated December 9,2005. The data obtained and our reconnnendations
based on the proposed construction and subsurface conditions encountered are presented in this report. Hepworth-Pawlak Geotechnical, Inc. previously performed a preliminary geotechnical
study for development of the subdivision and presented our findings in a report dated November 21,2003, Job No. 103680. Proposed Constrlllction: The proposed residence will be a single
story wood frame structure with an attached garage located in the building envelope shown on Figure 1. Ground floor will be structural over a crawlspace for the residence and slab-on-grade
in the garage. Cut depths are expected to be up to about 3 feet. Foundation loadings for this type of construction are assumed to be relatively light and typical of the proposed type
of construction. Ifbuilding conditions or foundation loadings are significantly different from those described above, we should be notified to re-evaluate the recommendations presented
in this report. Site Conditions: The site was vacant at the time of our field exploration. There is a natural drainage to the south of the lot. The ground surface on the lot is relatively
flat with a gentle slope down to tile south-southwest on the northem portion of the lot. The tenain becomes steeper on the south side of the lot down into the drainage. Vegetation consists
of tall grass. Parker 303,841,7119 0 Colorado Springs 719,633,5562 0 Silverthorne 970-468,1989
-2-Slllbslllrface COll1lditions: Th'l subsurface conditions at the site were evaluated by excavating two exploratory pits at the approximate locations shown on Figure 1. The logs of
the pits are presented on Figure 2. The subsoils encountered, below about 1 to 1 Y:. feet oftopsoil and 2 to 2Y:. feet of medium stiff, slightly sandy to sandy clay and silt, consist
of relatively dense, basalt gravel, cobbles and boulders in a sandy clay matrix to the pit depths of 4 feet. Results of swell-consolidation testing performed on a relatively undisturbed
sample of the clay, presented on Figure 3, indicate low compressibility under existing moisture conditions and light loading and a minor collapse potential (settlement under constant
load) when wetted. The sample showed moderate compressibility upon increased loading after wetting. No free water was observed in the pits at the time of excavation and the soils were
slightly moist to moist. FOlllndation Recommendations: Considering the subsoil conditions encountered in the exploratory pits and the nature of the proposed construction, we recommend
spread footings placed on the undisturbed natural soil designed for an allowable soil bearing pressure of 1,500 psf for support of the proposed residence. The clay soils in the area
tend to have variable settlementlheave potential when wetted and there could be some postconstruction foundation mOV'lment if the bearing soils become wetted. Bearing entirely on the
basalt rock soils will help mitigate potential heave or settlement of the clay soils. The settlementlheave potential should be further evaluated at the time of construction. Footings
should be a minimum width of 18 inches for continuous walls and 2 feet for columns. The topsoil and loose disturbed soils encountered at the foundation bearing level within the excavation
should be removed and the footing bearing level extended down to the undisturbed natural soils. Exterior footings should be provided with adequate cover above their bearing elevations
for frost protection. Placement of footings at least 36 inches below the exterior grade is typically used in this area. Continuous foundation walls should be reinforced top and bottom
to span local anomalies such as by assuming an unsupported length of at least 12 feet. Foundation walls acting as retaining structures should be designed to resist a lateral earth pressure
based on an equivalent fluid unit weight of at least 50 pcf for the on-site soil, excluding vegetation, topsoil or oversized rock, as backfill. Floor Slabs: The natural on-site soils,
exclusive of topsoil, are suitable to support lightly loaded slab-on-grade construction. The clay soils have variable settlement/heave potential which could result in some slab movement
if the bearing soils become wetted. To reduce the effects of som'l differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which
allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should
be Job No.1 06 0077
-3 -established by the designer based on experience and the intended slab use. A minimum 4 inch layer of sand and gravel, such as road base, should be placed beneath interior slabson-grade
for sub grade support. This material should consist of minus 2 inch aggregate with less than 50% passing the No.4 sieve and less than 12% passing the No. 200 sieve. All fill materials
for support of floor slabs should be compacted to at least 95% of maximum standard Proctor density at a moisture content near optimum. Required fill can consist of the on-site soils
devoid of vegetation, topsoil and oversized rock. SlIlrface Drainage: The following drainage precautions should be observed during construction and maintained at all times after the
residence has been completed: 1) Inundation of the foundation excavations and underslab areas should be avoided during construction. Drying could increase the expansion potential of
the clay soils. 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 pavement and walkway areal;.
4) Roof downspouts and drains should discharge well beyond the limits of all backfill. 5) Irrigation sprinkler heads and landscaping which requires regnlar 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 pits excavated at the locations indicated on Figure I and to the depths shown on Figure 2, the proposed type of construction, and our experience in the area. Our services
do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. If the client is concerned about MOBC, then
a professional in this special field of practice should be consulted. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory
pits and variations Job No.106 0077
-4-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 at once so re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible
for technical interpretations by others of our infonllation. As the project evolves, we should provide continued consultation and field services during construction to review and monitor
the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications
to the reconnllendations presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical
engineer. If you have any questions or if we may be of further assistance, please let us know. Respectfully Submitted, Jordy Z. Adamson, Jr., Reviewed by: ~~ ~.(lo--~ steve~t;::lak,
P.E. JZAlksw attachments Figure I -Location of Exploratory Pits Figure 2 -Logs of Exploratory Pits Job No.106 0077 Figure 3 -Swell~Conso1idation Test Results Table 1 -Summary of Laboratory
Test Results
EAGLE RIDGE D RIVE ----------r--1 -~----___ 1 /-, 1 BUILDING \ 1 SETBACK I11III \ 1 LINES PIT 2 \ ~ \ \ 1 \ LOT 3 1 \ 1 \ 1 LOT 2 \ 1 \ 1 \ 1 \ 1 \ 1I11III PIT 1 \ 1 \ L ___________
\ \ ------......l APPROXIMATE SCALE 111 = 201 -LOT 1 ~---------------~--1060077 LOCATION OF EXPLORATORY PITS Figure 1
W OJ LL ..c: Q OJ 0 0 5 10 LEGEND: PIT 1 ~~-" .0' 00=100 PIT 2 tl ~~'"' 00=81 -~00=94 . -~ LOT 2 TOPSOIL; sandy silt and clay, organics, firm, slightly moist, brown. 0 5 10 CLAY AND
SILT (CL-ML); slightly sandy to sandy, medium stiff, slightly moist to moist, light brown to white, moderately calcareous, low plasticity. BASALT FRAGMENTS (SC-GC); in a sandy clay matrix,
with cobbles and boulders, dense, slightly moist, mixed browns, slightly to moderately calcareous. 2" Diameter hand driven liner sample. Disturbed bulk sample. NOTES: 1. Exploratory
pits were excavated on December 21, 2005 with a trackhoe. 2. Locations of exploratory pits were measured approximately by pacing from features shown on the site plan provided. 3. Elevations
of exploratory pits were not measured and the logs of exploratory pits are drawn to depth. 4. The exploratory pit locations should be considered accurate only to the degree implied by
the method used. 5. The lines between materials shown on the exploratory pit logs represent the approximate boundaries between material types and transitions may be gradual. 6. No free
water was encountered in the pits at the time of excavating. Fluctuation in water level may occur with time. 7. Laboratory Testing Results: WC Water Content (%) DD = Dry Density (pcD
-200 = Percent passing No. 200 sieve 1060077 LOGS OF EXPLORATORY PITS Figure 2 Q) OJ LL .-C-0. OJ 0
Moisture Content = 7.2 percent Dry Density = 100 pcf Sample of: Sandy Silty Clay From: Pit 1 at 3 Feet, Lot 2 0 1 /Compression " upon 'if 2 ~etting c ""'" 0 ~ '(i; (f) OJ 3 Ci 0E " ~
() 4 5 0.1 1.0 10 100 APPLIED PRESSURE -ksf 1060077 ~£tech Hepworth Pawlak Geotechnical SWELL-CONSOLIDATION TEST RESULTS Figllre 3
HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 1 Job No. 106 0077 SUMMARY OF LABORATORY TEST RESULTS Lot 2 ------_ .. _---------------_ ... _-----_._-------SAMPLE LOCATION NATURAL NATURAL
GRADATION PERCENT ATTERBERG LIMITS UNCONFINED MOISTURE DRY GRAVEL SAND PASSING LIQUID PLASTIC COMPRESSIVE PIT DEPTH SOIL OR CONTENT DENSm NO. 200 LIMIT INDEX STRENGTH BEDROCK TYPE (%)
(%) SIEVE (It) (%) (pcf] (%) (%). (PSF) 1 3 7.2 100 Sandy Silty Clay 2 3 19.1 81 94 Slightly Sandy Silty Clay . -
1-)":",--" ---' . • v • .l~r, ~;(7, \~" '~ __ ,,,-.~_J \-..> Castle Commercial Mortgage Co. 2120 S, Birch Street, Denver, CO 80222 Attn: Andy Schwaller Garfield County -Building & Pennitting
109 8th Street, Suite 40 I Glenwood Springs, CO 81601 RE: Building Pennits for 2 properties: Pennit # 10059 (Perry) Lot 2 -22 Eagle Ridge Dr" Parachute, CO 81635 Pennit # 10113 (Gries)
Lot 7 -108 Eagle Ridge Dr., Parachute, CO 81635 Mr. Schwaller: Thank you for talking with me last week. RECEIVED JUN 25 2008 GARFIELD \"'\Ai" , { BUILDING & PLANNING June 23, 2008 Our
borrower -Tim Perry has signed QuitClaim Deeds to both properties:: Lot 2: property address-22 Eagle Ridge Dr., Parachute, CO 81635; and Lot 7: property address-108 Eagle Ridge Dr.,
Parachute, CO 81635 to Castle Holding, LLC. We will be moving forward to complete these two projects. So, we need to ask for you to change the building pennits to have Castle Holding,
LLC as the owner of the properties. Castle Holding, LLC 2120 S. Birch Street Denver, CO 80222 Phone: 303-756·0277 Fax: 303-715-1012 Please call either myself, Steve Hickox Or Chris Sayre
at 303-756-0277 if you have any questions or need anything else. Again, Thank you for your help and assistance with these two properties. Sincerely, Thomas Zulanas Sr. Underwriter Castle
Commercial Mortgage Co. 2120 S. Birch Street, Denver, CO 80222 Phone: 303-756-0277 Cell: 720-351-3692 Fax: 303-715-1012 Website: www.CastleCommerciaIMortgage.com Email: tom@castleunited.com
"This message may contain confidential andlor pri't'ileged informalion l/YOfi are nolthe addressee or Oll/horized 10 receive this for the addressee, YOII mllst not lise, copy, dlsc/ose,
or lake any aClion based on Ihis message or any information herein. I/yoll have received Ihis message in errol', please advise the sender immediatdy by reply e·mail and delele this message
and any al/achments. Thank yOIl for your cooperation. /I
QUITCLAIM DEED Grantor(s) Timothy T. Perry Whose address is: 7422 S. Telluride Ct., Foxfield, CO 80016 for the consideration of Ten Dollars, in hand paid, hereby sell(s) and quitclaim(s)
to: Castle Holding, LLC, Grantee Whose address is 2120 S. Birch St. Denver, Co 80222 the following described real property, in the County of Garfield, and State of Colorado, to wit:
Lot 2, First Eagles Point, According to the Plat thereof recorded September 22, 2004 as reception no. 660191. County of Garfiield, State of Colorado. Also known as street and number:
22 Eagle Ridge Dr., Parachute, CO 81635 With all its appurtenances. Signed this day of June, 20 _--r--STATE OF COLORADO ,'~ ~. ) } '<.", } ss. } ,,~' . Witness my hand and official seal,
My commission expires: &.W(V.~~ . Notary Public . MY COMMJSSION EXPIRES 1/312010
QUITCLAIM DEED Grantor(s) Timothy T. Perry Whose address is 7422 S Telluride CL Foxfield. CO 80016 for the consideration of Ten Dollars, in hand paid, hereby sell(s) and quitclaim(s)
to Castle Holding, LLC, Grantee Whose address is 2120 S Birch SI Denver. Co 80222 the following described real property, in the County of Garfield. and State of Colorado, to wit Lot
7, First Eagles Point. According to the Plat thereof recorded September 22 2004 as reception no 660191. County of Garfiield, State of Colorado. Also known as street and number 108 Eagle
Ridge Dr .. Parachute CO 81635 With all its appurtenances. Signed this day of June, 200g· STATE OF COLORADO County of Denver } } } ss The foregoing instrument was acknowledged before
me thiS i'; n/day of Jlme 2008 by Timothy T. Perry. Witness my hand and official seal My commission expires MY COMMISSION EXPIRES 1 ~1201 0 ",-,. -.~-"-, "--'-' Notary Public
RECEIVED JUL 2 I) 2009 GARFIELD COUNTY BUILDING & PLANNING ~aD~~/Af!4 cn-;~~ 5"~ #i~x. ~,!1 -#M .27ij~'1k( ~ /L----?-£~\6~~=___
Parcel Detail Page 1 of 3 Garfield County Assessor/Treasurer Parcel Detail Information ASSessQrlIre~smerpmp<2rtyS_eilIGh I A~S.eliSi)J:~Jl1LSeLQ®ry I Assessor Sales Se.~.rh Clerk'&ReGQrdeLReGePliQnSe
~Kh Parcel Detail I Y-<\lue Det::ill Sales Detail I Residential/Commercial Imj2J:ovement Detail Land Detail I Photographs I Tax Area II Account Number II Parcel Number II Mill Levy I
I 080 II R042166 II 240717211002 II 51.771 I Owner Name and Mailing Address IPERRY, TIMOTHY T 1 17422 S TELLURIDE CT 1 IFOXFIELD, CO 80016 1 Legal Description ISECT,TWN,RNG:17-7-95 SUB:FIRST
IEAGLES POINT LOT:2 PRE:R770006 IBK:0735 PG:0142 BK:0601 PG:0658 IBK:I774PG:251 RECPT:692721 BK:1763 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 IRECPT:660190 BK:1615 PG:504 ,I RECPT:658359 BK: 1604 PG:906 1, http://www.garcoact.com!assessor/parcel.asp?ParceINumber=240717211 002 8/812006
Parcel Detail Page 20f3 IRECPT:655941 BK:1575 PG:7 IREcPT:649590 BK: 1575 PG: 11 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 Physical Address: 1122 EAGLES RIDGE DR PARACHUTE Subdivision: IIFIRST EAGLES POINT Land Acres: 110 Land Sq Ft: 1110,185
Section II Township II Range 17 II 7 II 95 Property Tax Valuation Information Actual Value II Assessed Value 1 Land: 16,27011 4,7201 Improvements: 011 01 Total: 16,27011 4,7201 Sale
Date: 11211612006 Sale Price: 1174,700 Basic Building Characteristics Number of Residential 10 1 Buildings: Number of Comm/Ind 10 1 Buildings: No Building Records Found Tax Information
Tax Year II Transaction Type II Amount 1 2005 II Tax Payment: Whole II ($29.50)1 /I /I I http://www.garcoact.com!assessor/parcel.asp ?ParceINumber=240717211 002 8/812006
Account Page 1 of 1 Account: R042166 Location .................................................... Owner Information Assessment History Owner Name HICKOX, STEVEN Owner Name HICKOX, STEVEN
Actual (2009) W W Primary Taxable $108,010 $8,600 Parcel Number 2407-172-11-002 Tax Area 080 -16-EDTHFZ -080 Situs Address 000022 EAGLE RIDGE DR Owner Address 2120 S BIRCH STREET Tax
Area: 080 Mill Levy: 34.2340 Sibling Account No Legal Summary Section: 17 Township: 7 Range: 95 Subdivision: FIRST EAGLES POINT Lot: 2 Sale Price ~ $74,700 Tax History Tax Year Taxes
._'-, ''',.. .,.~ ,--" ... ,," ., .. ",."-,,~--~,,, *2010 $294.40 DENVER, CO 80222 Sale Date 03/10/2010 10/22/2009 06/12/2008 02/16/2006 1.Il!~Jl.",;...... .. ........ . • Sketch • GIS
Type Actual Assessed SQFT Improvement $30,010 $2,390 Land $78,000 $6,210 10185.000 Doc Type 315 NOT QCD WD Book Page B: 1774 P: 251 2009 $294.40 r------------------, * Estimated f."
.... 'H .... " .. ~ .. Units 1.000 https:lfact.garfield-county .com/assessor/taxweb/account.jsp ?accountNum=R0421... 3/30/2010