HomeMy WebLinkAboutApplication-Permit.pdfGarfield County Building & Planning Department 108 8th Street Suite 401 Glenwood Springs, CO 81601-Phone: (970)945-8212 Fax: (970)384-3470 Project Address Parcel No Subdivision Permit
NcJ.BL:RE~6~11-2()89T .... Pl!nnftti~ii:'~esidenti~IBun~i~!I:t . '.' ·.ii~Woikci~sS/fiqiiti'lp:l'lew< .'. <.'. f'~lWitBiatus.·~~tlV:e· Issue Date: 6/28/2011 Expires: 12/25/2011 Section
Township Range 4338 HOMESTEAD RD CARBONDALE, CO 81623-218726100016 HOMESTEAD EST. Owner Information Address Phone Cell Anthony & Kathy Schaeffer 650 Dalewood LN 630-660-2018 Hinsdale
IL 60521 Contractor!s) Phone Primary Contractor Required Inspections: Rubin Construction (970)618-2057 Ves Fo"n •• "Uon. "II, 1 (888)868-5306 Proposed Construction I Details Stick frame
construction detached garage. inspection IVR FEES DUE Fee Plan Check Fee Residential Building Fee Total: Tuesday, June 28, 2011 Amount $117.81 $181.25 $299.06 Valuation: $ 9,072.00 Total
Sq Feet: 504 FEES PAID Inv Total Paytype Amt Paid Amt Due Inv # BLRE-6-11-2117B $ 299.06 Check # 2710 Check # 2169 $181.25 $117.81 $ 0.00 See Permit Record Building Department' Copy
2
2 3 4 5 6 7 8 108/1" Street, Suite 401, Glenwood Springs, CO 8 1601 Ph:970-945-8212 Fx:970-384-3440 II/spec/ion Ul/e:888-868-5306 www.garfield-county.com BUIL DING PERMlT APPLICATION
Job Address: (/1 (UI address hus lIot beel//IS,figfled, please rravitle CR. /-IWY or Street Name & City) or and legal description 4~~B Howu-s+elAii l<d. C::t leVlWOod "'SpviVlCl<7 Owner:
(pl'QperIYQWII~r) ,t'\! Mailing Address: (p5() btdewocd Lrl . A~ O"'~ ~ KCtti1y -SC!-'",e-r+'ef Hi (l<5aeo le, I I.. "OS Z I Con lrac~lor: TOM tzv~'Yl Mailing Address: qu LOVie pin"Vl
Ln ~U01" (OI'l-$t-vUc.+IWl <; ilt CO PJ l1052 Manufactured home installer: Architect: J:)thVl i 5 f owell dk Ovcl1 l+aH Sq. Ft. of Building: SO 4 Mailing Address: Mailing Address: P.O·
60)( 4121 13a.;O I +, CO 9i I U> Z I Sq. Ft. or Acres of Lot: 3".85 OG. Ph: (,,30 -&~D-20 Ie Ph· ~7D -(,t~· l057 Ph : Ph: "l70 -333-I 04~ Ph: "l70-lJl fJ-770B Height: IS t_ lI" 0-1 AI!
Ph: Alt Ph: Lie #: AI! Ph: AI! Ph: No. of Floors: 9 Usc of Building: I Class of Work: '" tiResidcDtial D Commercial DOthcr mNew DAlteration DAddition D Rcpair ODemo D Move 10 -<_ I Septic:
lNDetached DISDS DCommunity DOther II Garage: D Altached Type of Heat: DNa!. Gas DPropanc DElectric 12 Driveway Permit: Owners valuation of Work: * ~ p v O, 000. O() NOTICE Authority.
This IIppliclltion for II Building Pemtil most be signed by the Owner oflhe property, described above, or an authorized agent Jrlhe signature below is fl ot that uf lhe Owner, a separate
ICt!cr ofauthority, signed by the Owner, must be provided with Ihis Application. Leval At'ccu. A Building i'enni! cannot be issued without proof of legal and adequate access to Ihe property
for purposes of inspections by the Building Department. Other Ptrmll s. Multiple separate pennils may be required: (I) Siale Electrical Pennit, (2) Count)' ISDS Pennit, (3) another pennit
required for use on Ihe propert), idenlified above, e.g. Stale or County l lighwayl Road Access or a Slate Wa.5lewatcr Discharge I'ennil. Void Perm I!. A Building Pennit becomes null
and \'oid if the work authorized is not commenced within 180 da)'s of lhe dale ofi s.~uanee and irwork is suspended or abandoned for a period or 180 days aOer commencement . CERT IFICATION
OWNlmS'SIGNATURE DATE I I Special Condil'ions: Adjusted Valuation: Plan Check Fee: 1,072.. .00 Total Fees: Fees Paid: 299.06 STAFF USE ONLY Permit Fee: 181. z.S Balance Due: 18>1.25
Manu home Fee: -DP No & Issue Date: --=-2C£>Cj Mise Fees: -ISDS No & Issued Date: N-I A Const Type: ;~;: ez5, 510' OCC Group: .IJ:C xl2.L Zoning: IZ ~s~;;'-~ ~~ §~~.::::::~::::"':L!':-r;::-=,..:t:..:
'='-~;.6z::0.=:z..;8.0~~/'/_____ ~~: ~~,.,~ 6/2& APPROVAL DATE} APPROVAL DATE ;
Building Plan Review Description of Work: Stick frame construction detached garage. Bin#: Location Address: 4338 HOMESTEAD RD CARBONDALE, CO 81623 Case Manager: David Bartholomew Plan
Case Number: BLDG-6-11-6905 Parcel: 218726100016 Application Date: 0612 V20 II /Engineered Foundation /Driveway Permit /Surveyed Site Plan If ,,4 Septic Permit and Setbacks ( Grade/Topography
30% //Attach Residential Plan Review List Minimum Application Questionnare /Subdivision Plat Notes ;V(A Fire Department Review /Valuation Determination/Fees /Red Line Plans/Stamps/Sticker
/Att;lch Conditions /Application Signed /Plan Reviewer To Sign Application /Parcel/Schedule No. /'fA 40# Snowload Letter -Manu. Homes /Soils Report Contacts Owner: Anthony & Kathy Schaeffer
Applicant: Anthony & Kathy Schaeffer Applicant Phone: 630-660-2018 Email: Planning/Zoning ___ I--:-__ property Line Setbacks ___ J--;-__ 30fl Stream Setbacks __ J-".. _ FIOOd Plain +-BUilding
height _____ "'-70ning Sign-off _":~"-L~!;..7'---_IRoad Impact Fees __I.Y ../(._A'--'-_IHOAlDRC Approval /_____ ·GradelTopography 40% /___ ""'7_Planning Issues -~/'----SUbdivision Plat
General Comments: 9072. 00 iZafav pee II ;7. 8 /#rlhl /j:ee. 18/· Z-.5 7Z'7.&.-2 9 9. 0 b ~I j1t1 -11 ,/.8/_ -..-Ott e -/B /. .z.5
• • . ~ GARFIELD COUNTY Building & Planning Department 108 8th Street, Suite 401 Glenwood Springs, Colorado 81601 Telephone: 970.945.8212 Facsimile: 970.384.3470 www.garfield-county.com
SINGLE FAMILY OR DUPLEX BUILDING PERMIT NOTE: In order to understand the scope of work intended and to expedite the issuance of a permit, it is important that complete information be
provided. Please review this document to determine if you have adequate information to design your project and to facilitate a plan review. SINGLE FAMILY OR DUPLEX BUILDING PERMIT APPLICATION
CHECKLIST This checklist is to be used with all Single family dwelling construction. APPLICATION FORM: Please make sure the following information is provided on the application. Parcel
number obtained from the County Assessor's Office. Job address (assigned physical address) Legal Description: lot, block, filing, subdivision or tract, section, township and range. Owners
name, mailing address, phone, fax, or cell. Contactors name, mailing address, phone, fax, or cell. Architect/Engineer's name, mailing address, phone, fax or cell. Building size, height,
number of stories, lot size. Use of building (residential) Class of Work (new, addition, alteration, repair, demo, move, other) Description of work. Type of heating (natural gas, propane,
electric, other). Sewer system (Community or ISDS), also see other items below. Garage (attached or detached). Driveway permit (please see other items below) Valuation (labor and materials)
see attached worksheet. OTHER ITEMS: • If you anticipate obtaining a water-tap from the City of Rifle, please provide a letter indicating that the City will provide water service. (Required
to submit building permit application). IISDS requires a septic permit application to be submitted with the building permit application. A separate electrical permit must be obtained
from the State of Colorado Electrical Board. Prior to submittal of a building permit, you are required to show proof of legal and adequate access to the site. This may include proof
of right to use a private easement, County Road & Bridge permit, or Colorado Department of Highway permit, including a Notice to Proceed. The County Road & Bridge Department can be reached
at 970-625-8601. • If you anticipate excavating or grading prior to issuance of a building permit, you will be required to obtain a separate grading permit. • If you belong to a Homeowners
Association (HOA), it is your responsibility to obtain written approval, if required. I Provide copies of any Resolutions and/or Land Use Permits associated with this property. Additional
Dwelling Units may require Administrative Review. Minimum dwelling dimension is 20 ft wide x 20 feet long. A Colorado State Licensed Electrician and Plumber must perform installation
and hook-ups, unless the homeowner is performing the work .
BUILDING PLANS: Two (2) sets of plans must be submitted. Plans must be 18"x24" minimum size, complete, identical, legible, and to scale. All plans will be checked at the counter for
completeness. If any of the required information is missing, the building permit application cannot be accepted. SITE PLAN: Please make sure the following information is provided on
the site plan. Property address/legal description. North Arrow and Scale on each page. Show all property lines, building envelopes, flood plain, and easements. Provide setback distances
from boundaries, buildings, septic, well, and waterways. Location and direction of the county or private road and driveway accessing the property. Proposed and existing structures include
sheds, barns, decks, patios, and any other buildings. Existing and proposed grade, positive drainage around structure (to be contained on site). Streams, rivers, creeks, springs, ponds
and ditches. Existing and proposed wells, septic tanks, leach fields, and other systems. (if applicable) Retaining walls (engineer stamped detail required for walls over four (4) ft,
measured from bottom of footing to top of wall). NOTE: Any site plan depicting the placement of any portion of the structure within fifty (50) feet of a property line or not within an
established building envelope shall be prepared, stamped, and signed by a licensed surveyor. For structures to be built within a building envelope, provide a copy of the recorded subdivision
final plat with the proposed structure located in the building envelope. ARCHITECTURAL PLANS: Please provide the following infonmation on the architectural plans. I Minimum four (4)
elevations (N,S,E,W) Indicate height of building measured from existing grade to the midpoint between the ridge and eave of a gable or shed roof or to the top of a flat roof. Floor plans
for each level including dimensions and scale noted. Clearly label each room or space (bedroom, bath, kitchen, closet, etc). Show the location of the mechanical equipment. Building cross
sections with construction details. Window sizes, types, and operation noted on the floor plans or elevations. Specify roof slope/pitch, roof covering, and siding materials. Stair and
guard details specifying rise, run, height and spacing. Attic, roof, and crawlspace ventilation details. Indicate size and location of ventilation openings. Minimum insulation shown
for walls, floors, roofs/ceilings, slabs, basements and crawlspaces. Provide stove and fireplace make, model, EPA or Colorado Phase II Certification. Masonry fireplaces shall be designed
to the International Residential Code (IRe) requirements. STRUCTURAL PLANS: Please provide the following information on the structural plans. I Design specifications to include roof
and deck snow load, wind and seismic design, frost depth. Foundation plan showing complete footing and foundation dimensions. Footing and foundation details specifying reinforcement
and referenced on plans. Framing plans for each floor level and roof. All beams, columns, joists, rafters, and trusses specified. Pre-manufactured structures require the engineers stamp,
signature, and date. I Framing /connection details, braced wall lines, shear wall schedule, location and hold downs.
NOTE: If any required information is missing, delays in issuing the permit are to be expected. If determined by the Building Official that additional information is necessary to review
the application and/or plans for compliance, the application may be placed on hold until the required information is provided. Work may not proceed without the issuance of a permit.
The building department will collect a Plan Review fee at time of application submittal. The permit fee, as well as any Septic or Road Impact fees will be collected when the permit is
issued. The permit application must be signed by the owner or by person having written authority from the owner to act as their representative. Building cannot be occupied until a Certificate
of Occupancy (CO) is issued. Using the building without a CO will be considered an illegal occupancy and may be grounds for vacating the premises. (Final/CO inspection requirements will
be attached to your approved field set of plans.) I hereby acknowledge I have read, understand, and will abide by the requirements of this checklist. Sigture of Owner Date Garfield County
Building & Planning 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Phone: 970-945-8212 Fax: 970-384-3470 www.garfield-county.com J I
FEE ESTIMATE FOR S/F STICK BUILT HOMES (ALL FEES ARE ESTIMATES UNTIL FINAL PLANS ARE REVIEWED) Applicant: Job Address: Subd-Lot/block: FINISHED LIVING SPACE: ______sf _X 74.68= ________
UNFINISHED BASEMENT: sf X 41.00= -----~ --------CRAWL SPACE: ------------sf X 9.00= GARAGE: _______--->:5,O:::...4...!.-_-"'--sf X 18.00= __OJ .:;..O::....7.:....:2=-.:....:O:....:O~_
UNCOVERED PATIOIDECK: -------sf X 12.00= ---------COVERED PATIOIDECK: ______sf _X 24.00= ________ MIS~ _____________ ___ MISC: ----------------TOTAL VALUATION: "'} 071. 00 THIS SECTION
WILL BE DETERMEND BY GARFIELD COUNTY BUILDING & PLANNING PLAN REVIEW FEE: PERMIT FEE: TOTAL: PERMIT: SEPTIC= PERC:
Jun 20 11 07:43p SCHAEFFER 6-20-2011 Garfield County Building and Planning Dept. 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Anthony and Kathy Schaeffer Lot 16, Homestead Estates,
Garfreld County, Colorado PID# 2187-261-00-018 630-920-1502 Please be advised that Dennis Powell of dk architects, lie has authorization to be our representative to submit a building
permit for a detached garage. Thank you, Anthony and Kathy Schaeffer Signed ~/~P4J Date p.1
Ex/ml\l~~ STRUCTURAL DESIGN August 4, 20 II Dennis Powell dk arch itects, IIc PO Box 4121 Basalt, CO 81621 50 tHIll S-, SUITE 5 C;R80~DAlE, CC 61623 (970) 61S-7708 (970) 96J-Wi5· fAX
RE: Revisions to Foundation Schaeffer Garage Addition 4338 Homestead Rd Garfie ld County, CO Dear Dennis: PO Bo, 260847 LA~EWOOD , CO 8022Ii·0847 1720) 6ZS-9201 \W,'W 6'VOO€slJ\ldoom
As requested we have reviewed and addressed the following items as required per on s ite excavation conditions and the recent soils reports. The soils reports were provided by HP Geotech,
Job No. III 214A, dated July 22, 20 II and August 3, 20 I I, The existing permit set of structural drawings shall be modi fi ed as noted: • All concrete footings shall be 18" minimum
as stated per the soils report. • Allowahle soil bearing pressure has been verified as 1500 psfper the soils report. Per the permit drawings 2000 psf was assumed, The 18" footing width
is sufficient for the reduced allowable bearing pressure. • All modified soils conditions shall be per the so ils reports noted above. Should you have any further questions regarding
this matter, please feel free to contact our office. Sincerely, Evolve Structural Des ign LLC Sara Mickus, P,E. Principal
~tech HEPWORTH -PAWLAK GEOTECHNICAL August 3, 20 II Rubin Construction Attn: Tom Rubin 96 Lone Pine Lane Silt, Colorado 81652 Hepworth·Pawlak Gcotcchnic .. l, Inc. 5020 Coumy Road 154
Glenwood Springs, Colnmdo 8160 I Phone, 970-945-7988 F"" 970-945·8454 emClil: hpgco@hpgeotcch.com Job No. III 214A Subject: Compaction Test Results, Proposed Detached Garage, Lot 16,
Homestead Estates, 4338 Homestead Road, Garfield County, Colorado Dear Tom: As requested, a representative of Hepworth-Pawlak Geotechnical, Inc. visited the subject site on July 28 and
August 1,20 II to evaluate the backfill compaction for foundation SUppOlt. We previously observed the excavation for the garage and presented our findings in a repOlt dated July 22,
20 II , Job No. II I 214A. We understand that the topsoil and fill materials were removed fi'om the building site as previously recommended and base course was placed to reestablish
design bearing level. The proposed backfill depth is apparently up to about 4 feet. An allowable bearing pressure of 1,500 psf was recommended for the footing design. Aggregate base
course placed and compacted to at least 95% of standard Proctor density should be adequate for sUPPOtt of the footings. The backfill should extend out beyond the fo oting edges at least
2 feet for lateral support of the structural fill material. Backfill compaction testing was taken on the base course at the time of our site visits on July 28 and August I. The results
of the testing are presented in the attached compaction reports for each day. Based on the results, the backfill material placed should be adequate to support the design footing bearing
pressure of 1,500 psf with the conditions presented in our previous repott. If you have any questions or need further assistance, please call our office. Sincerely, SLP/ksw attachments:
Parker 303-841 -7119 • Colorado Springs 719-633-5562 • Silverthorne 970-468-1989
~tech 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 970-945-7988 Fax: 970-945-8454 HEPWORTll -PAWLAK GEOTECHNICAL hpgeo@hpgeotech.com Earthwork Compaction Testing Report
Client: Tom Rubin Job No.: 111214A Day: Thursday 96 Lone Pine Date: 07/28/11 Silt, Colorado 81652 Page: 1 of 1 Project: Garage Addition, Lot 16, Homestead Estates, 4338 Homestead Road,
Garfield County, Colorado Weather: Clear & Calm Temperature: 65° at 9:00 am Earthwork Contractor: Pifco Equipment Used: 1 vibratory walk behind rolier,1 small trackhoe Description of
Earthwork Two compaction tests were taken in the proposed garage area located north of Tested: the house on the %" aggregate base course used for backfill_ Test results indicated satisfactory
compaction. The contractor was not on-site at the time of our visit. Sample(s) Obtained: Verbal Communication: Placement and Compaction Procedure: Not Observed Lift Thickness: Max. Rock
Size: Moisture Conditioning: Compactor(s) Used: Number of Passes: Nuclear Gauge Moisture/Densih Test Results Location Field Dry Field Field Min. Test Depth or Moisture Compo Proctor
No. Elev. Density Content Compo Req. Lab No. (pcf) % (%) (%) 1 65' north & 4' west of the 3Yz' below 135.5 5_6 northeast corner of Garage/house grade 100 95 015-11 2 nort5h0e'a nsot
rctohr n&e 1r0 o' fe gaasrta ogfet/hheo use 3Yz' below 130.4 4.7 96 95 015-11 grade Proctor Sample Reference: Lab No. Method Description Max. Dry Opt. Dens. (%) Moist. (%) 015-11 ASTM
D 698 0/," aggregate base course (on file) 135.9 8.3 THIS REPORT PRESENTS OPINIONS AS A RESULT OF OUR OBSERVATIONSQF FILL PLACEMENT, WE HAVE RELIED ON THE CONTRACTOR TO CONTINUE APPLYING
THE RECOMMENDED COMPACTIVE EFFORT AND MOiSTURE TO f iLL DURING THE TIMES WHEN OUR OBSERVER IS NOT OBSERVING OPERATIONS. THE NUCLEAR DENSOMETER METHOD OF TESTING WAS useD IN SUBSTANTIAL
ACCORDANCE WITH ASTM 0 6938. Distribution: Chris Newber!1 Steven L. Pawlak, PoE. Field Technician Reviewed By Iksw
~£tech 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 970-945-7988 Fax: 970-945-8454 HEPWOR1li -PAWLAK GEOTECHNICAL hpgeo@hpgeotech.com Earthwork Compaction Testing Report
Client: Tom Rubin Job No.: 111214A Day: Monday 96 Lone Pine Date: 08/01/11 Silt, Colorado 81652 Page: 1 of 1 Project: Garage Addition, Lot 16, Homestead Estates, 4338 Homestead Road,
Garfield County, Colorado Weather: Cloudy & Rain Temperature: 68° at 2:45 pm Earthwork Contractor: Pifco Equipment Used: 1 vibratory walk behind roller,1 small trackhoe Description of
Earthwork Two compaction tests were taken on structural fill for garage slab. Test results Tested: indicated satisfactory compactive moisture content. The contractor was not on-site
at the time of our visit. Sample(s) Obtained: Verbal Communication: Placement and Compaction Procedure: Not Observed Lift Thickness: Max. Rock Size: Moisture Conditioning: Compactor(s)
Used: Number of Passes: Nuclear Gauge MoisturelDensih Test Results Location Field Dry Field Field Min. Test Depth or Moisture Compo Proctor No. Elev. Density Content Compo (pcf) Req.
Lab No. % (%) (%i 1 north6e4a' snto crtohr n&e 8r 'o wf egastr aogfe th/heo use 2'g braedloew 131_7 9_9 97 95 015-11 2 58' ncoorrtnhe &r o4f' geaarsatg oef/hnoourtshee ast 2'g braedloew
135_4 8_3 100 95 015-11 Proctor Sample Reference: Lab No. Method Description Max. Dry Opt. Dens. (%) Moist. (%) 015-11 ASTM 0 698 '!." aggregate base course (on file) 135.9 8.3 THIS
REPORT PRESENTS OPINIONS AS A RESULT OF OUR OBSERVATIONSOF FILL PLACEMENT, WE HAVE RELIED ON THE CONTRACTOR TO CONTINUE APPLYING THE RECOMMENDED COMPACTIVE EFFORT AND MOISTURE TO FilL
DURING THE TIMES WHEN OUR OBSERVER IS NOT OBSERVING OPERATIONS. THE NUCLEAR OENSOMETER METHOD OF TESTING WAS u seD IN SUBSTANTIAL ACCORDANCE WITH ASTM 06938. Distribulion: Chris Newber!1
Steven L Pawlak, P.E. Field Technician Reviewed By Iksw
Permit Card Garfield County Building and Planning Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Phone: (970)945-8212 Fax: (970)384-3470 POST ON SITE Permit NO. BLRE-6-11-2089
Issue Dale: 612812011 Expires 12/25/2011 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 of the 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 revoked by notice from the County Building department and IMMEDIATELY
BECOME NULL AND VOID. Residential Building Owner's Name: Anthony & Kathy Schaeffer Job Address: 4338 HOMESTEAD RD CARBONDALE, CO 81623-Contractor/51 Phone Rubin Construction (970)618-2057
Inspection Scheduling Code Footers Framing Drywall Final Mise Insulation Grout Mechanical UG Plumbing Rough Plumbing Gas Primary Contractor Yes Parcel#:218726100016 Owner's Phone: 630-660-2018
Total Square Feet: 504 Work Description: Stick frame construction detached garage. ADDITIONAL INSPECTIONS MAY BE REQUIRED POST THIS IN CONSPICUOUS PLACE WHEN CONSTRUCTION IS STARTED
For Inspections Cali: 1-888-868-5306
Account Account: R050033 }..,QG.aJiJ;Jfl Parcel Number 2187-261-00-016 Situs Address 004338 HOMESTEAD RD City Carbondale ZipCode 81623 Tax Area 005 -1 G-M -005 Legal Summary Section:
26 Township: 6 Range: 88 Subdivision: HOMESTEAD EST. Lot: 16 NWNE I~n~fe:t~ Sale Price $i,QgO, 0_00 $_2JQ.Q90 ~l!1ii§tgry Tax Year Taxes '2011 $3,802.64 2010 $5,959.84 Qwne[llJfQ[ma,tiQ-,-'
Owner Name SCHAEFFER, ANTHONY J & KATHLEEN JANE Owner Address 650 DALEWOOD LANE HINSDALE, IL 60521 Sale Date QZ/03/Z0_QQ Q3!2(ii21l1l1 Q3104/Jgg1 QJl18mJls Images • EhRig • s~elcb •
G~ Page 1 of 1 AssessmentHistory Actual (2011) $960,400 Primary Taxable $76,450 Tax Area: 005 Mill Levy: 49.7400 Type Actual Improvement $780,400 Land $180,000 Doc Type WD YlJr:l sWQ
QCD Assessed Acres sQFT Units $62,120 0.000 0.000 1.000 $14,33040.120 0.0000.000 Book Page IL17J(tE',--'L5j' B: 1.575 P:19j' ILOjlQQE~Q122 j3;JJlnJ',--Og72 • Estimated r---.,,-----------------,
https:llact.garfield-county.com/assessor/taxweb/account.jsp?accountNum=R050... 6/22/2011