HomeMy WebLinkAboutApplication- PermitGarfield County Building & Sanitation Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office-945-8212 Inspection Line-384-5003 DA· [NO.100lfs Job Address 15ci s.p'L(I.
eJ Gu,:)s Nature of Work BuildingPmni'( Dt l'd "\f?_HiZ-r ~ Use OfBcildingfjili/. wJ1Q;:d-C:::P' t1 tJ~J\,.<ILOV .. Owner ~ U h~ COo j jktro Contractor Oc ).~ Amount of Permit $ 47 3~
C8 ;;;315'-/3/~O/-D/~ Date~ ___ -=::::::-.--==--_____ _
GARFIELD COUNTY BUILDING PERMIT APPLICATION 1088'" Street, Suite 201, Glenwood Springs, CO 81601 Phone: 970~945-8212 I Fax: 970~384-3470 I Inspection Line: 970·384-5003 Penuit No: \~
Dr. Parcel/Schedule N~83 q S -Is/-0/-0 f <-I Job Address I S'J S; P (J K~.J). C' ~, r it. 0 I 1 l;"t N-\,: I~ Block No: qubd, I Exemption: L,-,;-I L ,T"~ \.I.I/'" 5.:>,.-, ~"-~ :J Contractor:
I ".,.. D Address: I' Ph: (' 1 UJ V\"" v---Lie. No. 4 Architect/Engineer: Address: Ph: Lic. No'. 5 Sq. Ft. of Building: Sq,~, of Lot: ,A I. If> f-/.cfI!r. Height: ~--7f --ooD,e-'s:c-~·""J"-bo~e
e .Ww~o-,rkH,: -",,,,o>=l<=-',,,,,-.--<..Cb.<LLnu~bvJ:.h(}b sir ~. , J 'f "'. . -fk: J. 0VI/L.tA.,(· LHr..1l1. <l<n,' <1-, CA. &?" " 8 Class of Work: ~ New f ,AlieratlonwlCO't-.. v..-,
.r-. , Ll AddItion Ll Move . 'Q 0-Garage:..-? ./" ~ Single Carport: 0 Single Ll --< A/",r ;.:;.., '" ,., Doubie 0 Double 10 ~---~~'~'~~~D~n~y~e_~w'i~_a~y~p~e~nn~it2.~/~------~~~~~o~n~,OS~it~eCS~ew~ag
~e~+-~~"~~S~t-te-p=l~a-n----------~--~~~----~ C ')(.4" ...... .at Disposal 11 Valuation ofWork~ $ 12 Special Conditions: NO"11CE A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE
ISSUED BY THE STATE OF COLORADO. TIllS PERMIT Bli:COMES NULL AND VOID IF;WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHCN"\v,.,~ppAYS, OR, IF CONSTRUCTION OR WORK IS SUSPENDED
OR'A:eiW1DONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.
ALL PROVISIONS OF LAWS GOVERNING THIS 1YPE OF WORK WILL BE COMPLETED WITHIN WI-IETI-IER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORI1Y TO VIOLATE
OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONS /'" ~ ~ «-~ ~M U JJ~').I·O" Adjusted Valuations: S 43WC" 9(;, ( Plan Check
Fee: Permit Fee: 13CR5.31 ,Total Fee: Dated Permit Issued: 4785; 09 +S2 )Q 47 85. 09 OCC Group: Const. Type: :.J-'Rc. Zoning: Setbacks: Manu: Home: rsII9l<P; 'J O'l,'lf'NER ~ (\ ~DATE
t'-.. ./A'J 7-Z4'O&~"", \ h':;--.l~ If:::. i /OU Rl.DG DE"'. PLNG, nEFT, J APPRQVAU/DATE APPROVAL/DATE AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACfORAND/OR
THE AGENT OF' THE CON1RACTOR OR OWNER 10 CONSTRucr THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMIDED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE
ISSSUANCE OF THIS PER.t\1IT, TI-iE SIGNER, HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFJELD COUN1Y PURSUANT TO AtITHORI1Y GIVEN LN 30.28.201
CRS AS AMENDED. THE SIGNER FURmER AGREES TIlAT IF THE ABOVE SAID ORDINANCES ARE NOT FUlLY COMPILED WIlli IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE,
THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUN1Y AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. TI-IE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICA110NS AND OTHER DATA SHALL
NOT PREVENT TI1:E BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED
ON THEREUNDER VlHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF llilS JURiSDICTION. TIlE REVIEW OF SUBMIITED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER
DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILmES OR LIABLITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSI BILI1Y FOR THESE ITEMS AND IMPLEMENTA110N
DURING CONSTRUCTION RESTS SPECIFIClALLY WlTH THE ARTICTECT, DESIGNER. BUILDER, AND OWNER COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST. C4R Garfom.003
if * ~ ~~~y ACT\~r~SHAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (iNmAU,' " at IsqS,Cj'i?
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 roof, 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 handrails, guard rails on balconies or decks over 30" 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, anchor 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 (e.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT
A e.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupan9'/»~e)U!dAb
e issuance of a Certificate of Occupancy for the dwelling under building permit # ....L J,""{/I""-'V:::::....;d=-"'(5'--Signature BpcontOct2004 Date
VALUATIONfFEE DETERMINATION Applicant ~iti~~ Address 62. p Date 7· "Co, O~ Finished (Livable Area): Main ~979 Upper ~~& /""l ~ Lower 7" 0 I...:::J~( Other ~. t,,· f<rt1. Subdivision
r'"J ~ S?RIA(4) Lot/Block IZ Contractor ~ Total Square Feet 4197 ~ 71 '*$ Valuation Basement: 1 I Unfinished Z~ at 'f. 't .. Conversion of Unfinished to Finished Plan Check Fee for Conversion
Valuation Garage: V aluation 8~ G \( I g Crawl Space: Valuation -Decks/Patios: ..-.. /5~7(P Covered Valuation /'11t0 '7A.-Open 36 Z 7'A y, 'i Valuation Total Valuation 42 I .~ 4 3~ 9'8fQ.~
FEE ESTIMItTE 3d,3h fiNISHED LIVING SPACE: ~L X 74.68 = :2'11) ~ (" '-(, 't'g UNfiNISHED BASEMENT: ---:=:~~d--()-O----X':"';4;"';;".';';;;;0';;;"0 -=-0~O"'-, -;;2cJ\)-, -CRAWL SPACE:
' X 9.00 = GARAGE: 3:k3fF 'tv?> X 11.00 = I" I ;}oc:> -(fD UNCOVERED 'ATIO/DEC/(: t5JfJJ X 12.00 = (g OD , COVERED 'ATIO/DEC/(: 3?~7fL{O X 24.00 = /9;, ')&0, Mn~ ____________ _ Mn~ ________________
_ TOTAL VALUATION: __ :3k_O .1. .. Lf_d..._lf_C, f_Y_' 'LAN REVIEW FEE: 15~ '5 ,9 6-'EIlMIT fEE: !) <-/55, 3:5 TOTAL: 4D'S" J, 3~ MANUfACTURED HOME SET U, FEE: _...I.tJ--/-/4_' ___ _
+ SE'TIC -'EIlMIT: sf:" (f() ~r~ 'ER/(: ___ ____
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 application and expedite the issuance of a pennit it is important that complete infonnation be provided.
When 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? ,ofe%ional. 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 18"x24" and drawn 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 ofthe footing to the top of the roof, including re-bar, anchor bolts, pressure treated plates, floor
joists, wall studs and spacing, insulation, sheeting, house-rap, (which is required), siding or any approved building materia1. 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 envelope. 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 pennit on is located on a comer lot. Special setbacks do apply. Yes ~IA 3. Does the site plan include when applicable
the location of the LSD.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent properties), streams or water courses?
Yes fjl/J 2
4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes 5th.--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 u6'> o 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 ;,:tP-4-7. 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 loads? Yes 5f&a---~ Lb. 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction?
Yes j-J4.-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 ~ 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~
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
1iUV No, _____ _ 3
15. 16. 17. 18. 19. 20. 21. 22. 23. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes CdtZk ,/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 if QA".,.: No _______ _ Does the
plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes ~k':k 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 of all natural and liquid petroleum gas furnaces,
boilers and water heaters indicated on the plan? Yes ~ No ______ _ Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision
process, are building plans in compliance with all plat notes and/or covenants? Yes cf/tl./.r-' No _____ _ 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 building permit? Thehuilding permit application
will not be accepted without it. Yes ;/I-!lA4--No _____ _ Will this be the only residential struc e on the parcel? I A (] Yes NO-{;..{.IJI.A~~~_Ifno-Explain: '$'~~~ ~ ~ ~ T~{e:e: t:e.,....;..
' Have two (2) complete sets of construction drawings been submitted with the application? Yes ffL4---= . Do you understand that the minimum dimension a home can be on a lot is 20ft.
wide and 20ft. long? Yes ~ No ___ _ 4
24. 25. 26. 27. 28. 29. Have you designed or had this plan desiW1ed while. considering building and other construction code requirements? Yes ~e4 J No ____ _ Do your plans comply with
all zoning rules and regulations in the County related to your properties zone district? Yes fJ Q/\-:-No ____ _ Does the plan accurately indicate what you intend to construct and what
will receive a final inspection by the Garfield County Building Department? I. II .' ~ Yes No$'Jode 'f>J~ ~~ eN ~ IKc....~ Do you understand that approval for design and/or construction
changes are required prior to the application of these changes? -Yes £it OJ-----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 pickup your building permit?
Yes~ 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 called in to 384-5003. Yes 'i9'Q.4--= 30. 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 ~ No ____ _ <7 31. 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 of the building? Yes ~ No ____ _ 32. Are you aware that the Permit Application must
be signed by the Owner or a written authority being given for an Agent and that the party responsible for the project must comply with the IRC? Yes (4~ No ____ _ (7 5
33. Are you aware that prior to submittal of a building pennit application you are required to show proof of a driveway access pennit 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. 1\ \1 h>.iJL ~ ad~ Yes ¥:l t?a-No £l(~W~ ''''''d t. I 34. Do you understand
that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perfonn installations and hookups, unless you as the homeowner are performing the work? The
license number of the person perfonning the work will be required at time of applicable inspection. Yes "f''''''-= No, ______ _ 35. Are you aware, that on the front of the Building Permit
Application you will need to fill in the Parcel It Number for the lot you are applying for this pennit on prior to submittal of a building pennit application? Your attention in this
is appreciated. Yes C~ No ______ _ Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes i:fa<J== No (please check with
the building department aboutthis requirement) 37. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit
that you will be required to obtain a grading permit? Yes c..;. Q-?:=== I hereby acknowledge that I have read, miderstand and answered these questions to the best of my ability. Signature
a Owner -zJI -0 -;-2... ( Date Phone: ~'Z.. 4 7 D Z G::> (days); 411-34'10 Project N~e: l...o \-\ L (9]0\, S2.'j -(!)SZ--I (evenings) } cl \.e.[ -=? n '"1'" Project Address:_""lc...:S=:·
--,=z.~_-"''S''-f?F-'v,-,-_r _'"\2 ....".,.,--,D......,..~ ___________ 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 infonnation 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 aud not reviewed until required information has been provided aud the application rotates again
to first position for review, delay in issuauce of the permit or delay in proceeding with construction. BpminreqFeb2005 7
• Basement wall R-values are R-IO below grade, R-19 above grade. • Slab perimeter R-value and depth is RlO/36in. • Crawl space wall R-valuesare R-IO below grade and R-19 above grade
If floors over craw) spaces are not insulated, the crawl space walls must be insulated. Basement wall must be insulated to frost depth. Common walls garage to house must have R -19 insulation.
Common ceiling/floor garage to house must have R-19. Takeprecautions to protect plumbing in these areas.
GARFIELD COUNTY BUILDING REQUIREMENTS Codes: 2003 IRC, !BC, IFOC, IMC, IPC, Setpacks: Check subdivisions and zone district for setback requirements. Snowload: 40PSF up to 7000ft. elevation.
50PSF 7001 to 8000ft. 75PSF 8001 to 9000ft. 100PSF 9001 to 10000ft. Seismic design category: B Weathering probability for concrete: Severe Termite infestation probability: None to slight
Wind speed: 90mph Decay probability: None to slight Wind Exposure: B q; C (see section R301.2.1.4) Frost Depth: 36in. to 8000ft. elevation. 42in. 8001 and above. Winter Design Temperature:
Minus 2 to 7000ft.; minus 16 over 7000ft. elevation. . Air Freezing Index: 2500deg F-days to 7000ft.; over 7000ft. to be determined by Building OfficiaL Ice shield under-Iayment required.
Mean Annual temp.: Variable Insulation: Maximum glazing U factor: 0.50 . MinimumR-Values: • Ceilings/roofs R values are: R-30 stick built structures. R-38 log construction and steel
rafter construction. • Walls R values are R-19 wood frame; R-19 cavity R-3 sheathing.steel studs. • Floors R-values are R-19.
TO: GARFIELD COUNTY BUILDING DEPARTMENT FROM: ROBERT CLASSEN, PRESIDENT TELLER SPRINGS HOMEOWNER'S ASSOCIATION 0103 SPUR DRIVE GLENWOOD SPRINGS, COLORADO 81601 (970) 945-5025 TO WHOM
IT MAY CONCERN: THIS LETTER IS TO CERTIFY THAT LOT 12, TELLER SPRINGS SUBDIVISION IS PART OF THE TELLER SPRINGS SUBDIVISION AND HAS A DOMESTIC WATER TAP TO THE TELLER SPRINGS COMMUNITY
WATER SYSTEM, WHICH HAS BEEN PAID. A WATER METER WITH A REMOTE READ OUT MUST BE INSTALLED BY THE LOT OWNER. PLEASE LET ME KNOW IF I CAN BE OF ANY FUTHER ASSISTANCE OR IF YOU HAVE ANY
QUESTIONS. SINCERELY,{Jd?..ev6 ~ ROBERT CLASSEN, PRESIDENT TELLER SPRINGS HOMEOWNER'S ASSOC. 10-28-05
DEAR MR AND MRS. REICHARDT, REICHARDT HOME LOT 12, TELLER SPRINGS SUBDIVISION DESIGN REVIEW APPROVAL THE TELLER SPRINGS DESIGN REVIEW BOARD HAS REVIEWED THE PLANS FOR THE HOME TO BE
BUILT ON LOT 12. THE PLANS ARE APPROVED FOR CONSTRUCTION WITH THE FOLLOWING CONDITIONS. 1) A REFUNDABLE DEPOSIT OF $2190.00 WAS RECEIVED. 2) OWNER SHALL SUBMIT EXISTING GRADE ELEVATIONS
AT ALL CORNERS OF THE PROPOSED HOME BY A LICENSED SURVEYOR 3) THE HOME APPEARS TO BE OVER THE 27 FOOT HEIGHT LIMIT. ROOF PITCHES SHALL BE DECREASED. OWNER SHALL SUBMIT A STAMPED CERTIFICATION
FROM A LICENSED SURVEYOR THAT THE PROPOSED NEW HOME IS UNDER THE 27 FOOT HEIGHT LIMIT AS MEASURED FROM EXISTING GRADE TO THE ROOF MIDPOINT BETWEEN THE RIDGE AND ROOF EAVE, BEFORE A CERTIFICATE
OF OCCUPANCY IS ISSUED. 4) A GRADING PLAN WITH EXISTING AND FINISH GRADES SHALL BE SUBMITTED FOR APROVAL. 5) A DOMESTIC WATER METER WITH REMOTE READOUT SHALL BE INSTALLED BY THE OWNER
AND INSPECTED BY THE TELLER SPRINGS DESIGN REVIEW BOARD. PRIOR TO CERTIFICATE OF ACCUPANCY. 6) NO KITCHEN FACILITIES ARE ALLOWED IN THE GUEST QUARTERS 7) SIDING, TRIM AND ROOFING COLORS,
AS SUBMITTED ARE APPROVED. 10-28-05
8) ALL EXTERIOR LIGHTS TO BE FULLY SHIELDED DOWN LIGHTS. OWNER SHALL SUBMIT LIGHT FIXTURE CATALOG CUT SHEETS FOR APPROVAL PRIOR TO INSTALLATION. 9) ANY CHANGES OR REVISIONS TO THE APPROVED
PLANS MUST BE SUBMITTED IN WRITING TO THE DESIGN REVIEW BOARD FOR APPROVAL PRIOR TO CONSTRUCTION OR CHANGES BEING MADE. 10) CONSTRUCTION HOURS MONDAY THRU FRIDAY -7:00 A.M. UNTIL 7:00
P.M. WEEKENDS AND HOLIDAYS -8:00 A.M. UNTIL 5:00 P.M. APPROVEDBY~~~ , TELLER SPRINGS DESIGN REVIEW BOARD ROBERT C. CLASSEN, PRESIDENT OWNER'S SIGNATURE ~ D ~ r-. ~ OF ACCEPTANCE ---tb@::::?f.::&«"":_
'P-A'---::::~,A..f;;.6<~~77<'i~
PLAN REVIEW CHECKLIST Applicant l1iJclbtf.i!i Date,_',-~=2~L.·-",O-"f> ___ /Buildiug __t/EElngineered Foundation AlDriveway Permit 4rveyed Site Plan ~zpermit and Setbacks~. ~r~rropography
30% ~ Residential Plan Review List ~jYifmum Application Questionnaire £~"OO Pl. N"'~ otnf~ Department Review /valuation DeterminationIFees ~ Line Plans/Stamps/Sticker ~h Conditions A~cation
Signed _~~eviewer To Sign Application __v {_aarrc ceell//Schedule No. ~O# Snow load Letter-Manf. Hms. ~OilS Report GENERAL NOTES: Planning/Zoning __ Property Line etbacks __ 30ft Stream
etbacks __ Flood Pial __ Building eight pact Fees __ Subdivision Plat Notes
N·_nn/CO:1S o. j Assessor's Parcel Noa3~sY-1/-D/t?L LD-+ J~at. i?-3-fie ~ I Q"" __ I > Job ~ec;oQd!rlhJ Owne ~ Contractor hA A . ) l \ fl-:'< Address U Phone # ____ _ S?(tl.acks: Frr.t/ti:i4ii
~Rrar.;;; lJ RH LH Zoning ~~~tu7 . ~u;J~~;: ~ INSPECTIONS ~sJ~ ~ Weatherproofing ___________ _ Footing l -;at!M~<2G. ~ Mechanical _____ -;-:;:;----::--::-_-:-::=-_ Foundation /7-PIY2h'~
Electrical Rough (State) -:;;9--;;r"'-1:.*~r77--=--Grout . ~ Electric I F.i -al State) • -D -Underground Plumbin~ (p -23-Ciulq Final -/~o IChecklist.Qo:E'lpleted? IlZ ,_ Rough Plumbij1g
/-/S--C; 9 CZ!a! Certificate Occupancy # :",,(Q,-::~~,,±--:-=--:::--;;:-__ _ Framing E,A/G, /-2..1-tSJ>7' c;T6c./Date~$~~I.!I.09 Insul~tion '2 -/3-07> ?~~ Septic System'~~_ -#.i!;;b",,·~,--_____
_ Roofing _ Date __ ~ Drywall "C-7 Z::S-::-0 9' ~cV Gas Piping 7e?;... Z ¢--&B" ~ Final! ___________ _ Other ______________________ __ NOTES I (continue on back) l .,
{ INSPECTION WIll NOT BE MADE UNLESS nus CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDI G PERMIT GARfiELD COUNTY, COLORADO Date Issue~::::'.:::('>.~zoned Area
............................... Permit No.1~cg ........... . AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations
related to the zoning, location; construction and erection of the proposed structure for which tbis permit is granted, and further agrees tbat if the above said regulations are not fully
complied with in tbe zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building InSl)ect'~l:and IMMEDIATELY
BECOME NULL AND VOID. Setback5 Front Side Side Rear . This Card Must Be Posted So It is Plainly Visible From The Street Until Final Insf.ectiion./ALL LISTED ITEMS MUST BE INSPECTED AND
APPROVED BEFORE COVERINGWHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. TIDS PERMIT IS NOT TRANSFERABLE For Inspections Ca1l3S4-5003 lOS Sth Street Glenwood Springs, Colorado
APPROVEODO NOT DESTROY THIS CARD .. 11 /. cps , \i;<.17 ~va-DatJf3-M-By tnt:'#? ~ 'rQ . IF PLACED OUTSID -t~ER WITH CLEAR PLASTIC
COUNTY OF GARFIELD ~ BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at a2 ¥~ A ' Permit No. /0(/:2 <;; I have
this day inspected this structure and these premises and found the following corrections needed: )(Call for Re-Inspection o $50.00 Re-Inspection Fee must be paid prior to Re-Inspection
You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date 6'-17-0 :f 20 ::;--__
_ Building Inspector 7~;::;Z~~-Phone (970) 945-8212
COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at 1-< -2 <""::/:7d If, (J " , Permit No.
/;:)c2 c.f!) , I have this day inspected this structure and these premises and found the following corrections needed: flAIC/!:'p rll{k:.-C/li/i.;tf(evZ ,E't!7AI1( , 0'A71Zc ,ACC4d:.s
, 5>, A 0/2/£0 0/Jc;:/lf/O ~y' @t;/?1 ~~r) Y" Pff'jfClJ1i +-73iflP ~ GAS p~y/Cf2-p:,~f£; OSAI77eo\'~L &om CJp:'pe;:z: vNIf eo £/r/GltV.e:/C/( 1/fJ5r'~C7/CI//' 7ll:, 1C"c.:4'f'S'£ or
.t~t/=£:efL C/IIlAl6-£ ,~ 1f'~J<,?V:I&t?:. n~/l/s . ~_iii::1j0 r?t i2A¥$;44;:"..-~f,',,)1fi:7/vC tl/l/lc5:{/C-/V/£ /{;S/j-PilAiYl ~i: 'Arr.5'TZPe~-cl/~ '1) &lIssolc bCX:./S //v :>T7i:i£'--"","
~ I3"'Call for Re-Inspection o $50.00 Re-Inspection Fee must be paid prior to Re-Inspection You are hereby notified that the above correction must be inspected before covering. When
correction(s) have been made, call for inspection at 970-384-5003, Date 1..-/:5-20 ~ Building Inspector ~' ~ Phone (970) 945-82V ' COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION
NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at /sz.... 5/1./K &, q Permit No. /M Z8 I have this day inspected this structure and these premises
and found the following corrections needed: F//l/%'.s# /(oer J3£&a )/~t//A75t/c::.A~ 7 o Call for Re-Inspection o $50.00 Re-Inspection Fee must be paid prior to Re-Inspection You are
hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003, Date /-"Z.3 20 &~ Building Inspector
5~4 U Phone (970) 945-8212
.. LKP:~, Engineering, Inc. ;,,: .... CIVIL/GEOTECHNICAL SOIL AND FOUNDATION INVESTIGATION FOR PROPOSED RESIDENCE LOT 12, TELLER SPRlNGS 523 SPUR DRlVE (OFF COUNTY ROAD 109) GARFIELD
COUNTY, COLORADO PROJECT NO. 05186 NOVEMBER 16, 2005 P.O. Box 2837, Edwards, CO 81632, (970) 926-9088 Tel, (970) 926-9089 Fax
TABLE OF CONTENTS EXECUTIVE SUMMARY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 2 SCOPE OF STUDY. . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 2 SITE DESCRIPTION ......................................................... 2 PROPOSED CONSTRUCTION
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 3 FIELD INVESTIGATION ......... '" ........ , .... " ...... " ................... 3 SUBSURFACE
SOIL AND GROUNDWATER CONDITION. . . . . . . . . . . . . . . . . . . . . . . .. 3 FOUNDATION RECOMMENDATIONS ......................................... 4 SLAB CONSTRUCTION .............................
......................... 4 RETAINING WALLS ......................................................... 5 UNDERDRAINSYSTEM ..................................................... 5 SITE
GRADING AND DRAINAGE ............................................. 6 LAWN IRRIGATION ......................................................... 7 LIMITATION ...........................................
.................... 7 FIGURES LOCATION SKETCH .......................................... DRA WING NO.1 SUBSURFACE EXPLORATION LOGS ...... " ................... FIGURE NO's 1-2 GRAIN-SIZE
DISTRIBUTION ................................... FIGURE NO. 3 PERIMETER DRAIN .......................................... FIGURE NO.4 LKP Engineering, Inc.
EXECUTIVE SUMMARY The proposed residence should be supported with conventional type spread footings, designed for an allowable soil bearing pressure of 2500 psf. They should construct
the footings in the undisturbed sandy gravel with cobbles and boulders. Geologic hazard studies are outside of our scope of services. See Fouudation Recommendations for details. SCOPE
OF STUDY This report presents the results of a subsurface Soil and Foundation Investigation for a proposed residence to be constructed on Lot 12, Teller Springs Subdivision, 523 Spur
Drive, Garfield County, Colorado. The purpose of the subsurface soil and foundation investigation was to determine the engineering characteristics of the foundation soil and to provide
recommendations for the foundation design, grading, and drainage. Geologic hazard studies are outside of our scope of services SITE DESCRIPTION Lot 12 is a 7-acres lot in the Teller
Springs Subdivision, off County Road 109, Off Highway 82, Garfield County, Colorado. The lot is at the end of the cul-de-sac. It has moderate LKP Engineering, Inc.
topography with a steep bank dropping down to the east of the building site. Vegetation consisted of sage brush and grass. Drainage is to east and northeast. Lot 12 is vacant. PROPOSED
CONSTRUCTION We have assumed that the proposed residence will consist of two stories, wood frame construction, on a concrete foundation. We anticipate loads to be light, typical of residential
construction. 3 If the finalized plans differ significantly from the above understanding, they should notify us to reevaluate the recommendations of this report. FIELD INVESTIGATION
The field investigation conducted on September 15, 2005, consisted of excavating, logging and sampling one test pit and one profile hole. Excavation ofthe test pits was done with a John
Deere 27c, 2TS mini trackhoe. The test pits' locations are shown on Drawing No. 1. We show the soil profile of the test pits on the Subsurface Exploration Logs, Figure No's 1 and 2.
Soil samples for laboratory soil analysis and observation were taken at selected intervals .. SUBSURFACE SOIL AND GROUNDWATER CONDITION The soil profile encountered in Test Pit No.1
had one foot of topsoil over 5 feet of sandy gravel with cobbles and boulders. Refusal was encountered at 6 feet on the boulders. Ground water was not encountered in the test pit. We
sampled the soil in the test pits at random intervals. The soil samples were tested in our laboratory for grain-size distribution, and natural moisture content. The test results are
shown on Figure No.3. LKP Engineering, Inc.
4 FOUNDATION RECOMMENDATIONS The proposed residence should be supported with conventional type spread footings, designed for a maximum allowable soil bearing pressure of2500 psf. The
footings should be placed on the undistnrbed sandy gravel with cobbles and boulders. We recommend minimum width of 16 inches for the continuous footings and 2 feet for the isolated footing
pads. Continuous foundation walls should be reinforced top and bottom to span an unsupported length of at least 10 feet. We recommend a minimum of 48 inches of backfill cover for frost
protection (or as required by the local building code) of the footing subsoils. The foundation excavation should be observed by the undersigned engineer to verify that the soil conditions
encountered during construction are as anticipated in this report. The foundation excavation should be free from excavation spoils, frost, organics and standing water. We recommend proof-rolling
of the foundation excavation. Soft spots detected during the proof-rolling, should be removed by overexcavation. Any overexcavation within the proposed foundation, should be backfilled,
in 8-inch loose, level lifts and compacted to 100% of the maximum dry density and within 2 percent of the optimum moistnre content as determined in a laboratory from a Standard Proctor
test (ASTM D-698). A structural fill, placed under footings should be tested by the engineer or her representatives on regular basis. SLAB CONSTRUCTION The natnral on-site soils, exclusive
of topsoil and organics, are suitable to support lightly loaded slab-on-grade construction. The sub grade for the slab-on-grade construction should be proof compacted to detect and remove
soft spots. They should backfill overexcavated soft spots and other underslab fill with the on-site soil, free from topsoil and organics, or other suitable material, compacted to a minimum
of95 percent of the maximum standard Proctor density LKP Engineering, Inc.
(ASTM D-698). Suitable material should be free from topsoil, organics and rock fragments greater than 3 inches. 5 The concrete slab should be constructed over a 4-inch layer of clean
gravel consisting of -3/4 inch gravel with at least 50% retained on the No.4 sieve and less than 3 percent passing the No. 200 sieve. They should reinforce the concrete slab-on-grade
and score control joints according to the American Concrete Institute requirements and per the recommendations of the designer to reduce damage due to shrinkage. The concrete slab should
be separated from the foundation walls and columns with expansion joints to allow for independent movement without causing damage. RETAINING WALLS Foundation walls retaining earth and
retaining structures that are laterally supported should be designed to resist an equivalent fluid density of 50 pef for an "at-rest" condition. Laterally unrestrained structures, retaining
the on-site earth, should be designed to resist an equivalent fluid density of 30 pcf for the "active" case. The above design recommendations assume drained backfill conditions and a
horizontal backfill surface. Surcharge loading due to adjacent structures, weight of temporary stored construction materials and equipment, inclined backfill and hydrostatic pressure
due to undrained backfill should be incorporated in the design. They should try to prevent the buildup of hydrostatic pressure behind the retaining wall. UNDERDRAINSYSTEM To reduce the
risk of surface water infiltrating the foundation subsoil, we recommend installation of a foundation perimeter drain (see Figure No.4). The foundation perimeter drain should consist
of a 4-inch diameter, perforated pipe, sloped to a suitable gravity outlet, or to a sump pump location, at a 1/4 inch per foot for flexible or at a 118 of an inch for rigid pipe. The
LKP Engineering, Inc.
6 drain pipe should be covered with a minimum of 6 inches of -3/4-inch free-draining granular material. Geotextile (Mirafi l40N or equivalent) should be used to cover the free-draining
gravel to prevent siltation and clogging of the drain. The backfill above the drain should be granular material to within 2 feet of the ground surface to prevent a buildup of hydrostatic
pressure. SITE GRADING AND DRAINAGE Grading plan was not available for our review. The following recommendations are general. Exterior backfill should be compacted at or near the optimum
moisture content to at least 95% of the maximum standard Proctor density under pavement, sidewalk and patio areas and to at least 90% of the maximum standard Proctor density under landscaped
areas. They should use mechanical methods of compaction. Do not puddle the foundation excavation. The site surrounding the building structure should slope away from the building in all
directions. Based on our observation of the site at the time of our soil and foundation investigation, drainage study and regrading of the site will be necessary to divert the runoff
from the site. A minimum of 12 inches in the first 10 feet is recommended in unpaved areas, and three inches in the first 10 feet in paved areas. The top of the granular foundation backfill
should be covered with a minimum of 1 foot of relatively impervious fill to reduce the potential of surface water infiltrating the foundation subsoils. Pennanent, unretained cut and
fill slopes should be graded at two horizontal to one vertical or flatter with slope heights not exceeding 20 feet. Slopes exceeding 20 feet should have benching incorporated. To protect
the newly created slopes, erosion control methods should be used. Also, drainage of the site above the slopes should be controlled to prevent slope instability. If water seepage is encountered
during the slope construction, additional studies will be required to evaluate the slope stability. Surface water naturally draining toward the proposed building site should be diverted
around and away from it by means of drainage swales or other approved methods. The roof drains and downspouts should extend and discharge beyond the limits of the backfill. LKP Engineering,
Inc.
LAWN IRRIGATION It is not recommended to introduce excess water to the foundation soils by installing sprinkler systems next to the building. The installation ofthe sprinkler heads should
insure that the spray from the heads will not fall within lO feet of foundation walls, porches or patio slabs. Lawn irrigation must be controlled. LIMITATION 7 This report has been prepared
according to locally accepted Professional Geotechnical Engineering standards for similar methods of testing and soil conditions at this time. There is no other warranty either expressed
or implied. The findings and recommendations ofthis report are based on field exploration, laboratory testing of samples obtained at the specific locations shown on the Location Sketch,
Drawing No.1 and on assumptions stated in the report. Soil conditions at other locations may vary, which may not become evident until the foundation excavation is completed. If soil
or water conditions seem different from those described in this report we should be contacted immediately to reevaluate the recommendations of this report. This report has been prepared
for the exclusive use ofMr. Clay Reichardt, for the specific application to the proposed residence on Lot 12, Teller Springs Subdivision, Garfield County, Colorado. Sincerely, LKP ENGINEERING,
INC. LKP Engineering, Inc.
CnnL/GEOTEcBNlCAL I I I ( \ \ \ \ \ Engineering, Inc. P.O. Box 2837 Edwarda, co 81632 tel (970) 926-9068 fax (970) 926-9069 \ \ \ \ \ \ \ \ \ \ \ Lot 13 \ LOCATION SKETCH LOT'2. 7WER
SPRINGS 523 SPUR ORIVI!: GAi1F1E1.D COUNTY. COLORADO \ \ \ \ \ \ \ \ \ \ \ PRO.£CT NO.: 05186 SCAlD I" = 200' DRAftING NO.: 1
DATE OBSERVED: September 15, 2005 ELEVATION: Test Pit # 1 DEPTH FEET -10 -15 _ 20 S S Y A M M B P o L L E LEGEND: DESCRIPTION OF MA TERIAL AND SAMPLE LOCA TlON Topsol'l Sandy gravel
with cobbles Refusal @6 feet o -2-lnch 0.0. California Liner Sample • -Bulk Sample DO -Natural Dry Density (pcf) MC -Natural Moisture Content (%) -200 -Percent Passing No. 200 Sieve
LL -Liquid Limit PI -Plasticity Index GW -Ground water LABORATORY TEST RESUL TS MC= 2.6 % -200= 4.3% No Ground Water Encountered LKP ENGINEERING, INC. SUBSURFACE EXPLORATION LOG REMARKS
Very dense cobbles 05186
DAlE OBSERVED: September 15. 2005 PROFILE HOLE ELEVA1l0N: ---------S S Y A DEPTH M M DESCRIPTION OF MA TERIAL LABORATORY REMARKS FEET B P AND SAMPLE LOCA TlON TEST RESUL TS 0 L L E I~
Topsoil --,<: Light brown. silty sand :">", .... ,,;: -~ Reddish-brown. sandy gravel -with cobbles -5 ~ -Refusal @6 feet No Ground Water -Encountered ---10 -----15 ----_ 20 -LEGEND:
[J -2-inch 0.0. Callfamia Liner Sample • -Bulk Sample DO -Natural Dry Density (per) MC -Natural MoIsture Content (%) -200 -Percent Passing No. 200 Sieve LL -Liquid Limit PI -Plasticity
Index GW -Ground water PRO.£CT HO.: 051B6 LKP ENGINEERING. INC. SUBSURFACE EXPLORATION LOG F1WR£ Na: 2
~ S1 IQ S" i ~ sf) ~ ):. t,. ~ I \Q fii ~ ~ ~ ::::I ~ !IJ O! ~ FROM: rest Pit # 1 (I 6 feet u.s. STANDARD StElE" OPENING IN lNaiES u.s. STANDARD 5/£1£ NUMBERS HYflROIIE:1ER 10, 7 6 .,.
J 2''''' ,.... ",..... 3 .,. 6 810 ,., 16 20 3040 50 70 tOO 140 200 90 80 70 <~l 60 -§ 51 50 ~ ~ 40 ~ '-§: 30 20 10 o 500 Cobbles 1\ , \ "\ I'-100 50 10 coarse Grovel: 53.0% Moisture
Content: 2.6% ... ..... ........ I-.... \ \ ~ ~ 5 0.5 0.1 0.05 0.01 0.005 Sand medium fine Silt or Cloy Sand: 42.8% Fines: 4.3% Brown, sandy gravel 0 10 20 30 ~ 40 <l -§ 50 ~ ~ 60 ~
~ 70 <5. -". 80 90 100 0.001
SLOPE AWA Y mOM BUILDING I> • :., r. .. 1>, ,,' • 1>.' ' Do : '" ,,' "'. '. I> COVER BACKFILL WITH ONE FOOT OF RELA "VEL Y IMPERVIOUS SOIL "'.,.' . '," •• . ~ . ;·(',';,{h-:'( GRANULAR
iiL( .:~·,;:'.;;.P ___ ·i)~.j .. ~ r--~~.J':';.~ \ 'j~.I.~l.~i.]I,.~.·,t.'t~' ,,' .",.,.".".... . .•C. m: N,'G, ',: ," .'". ', . ··r·::~::,·;a·.,···={Y>·'i:~::i·· O.r·::: :, .:.:,. :,:.
. -'/:.",/, .~: •. ~':: FO .: :~i?~~)~?~9:!(/' I.b-~~'r?"'m"l:'?-~~~·~··· '::: .:O~)." ~~·~V 7' FlL 7F:R FABRIC (MIRAFI 140N OR EQUIVALENT) PLASTIC UNER, GLUED TO THE FOUNDA TlON WALL
(DO NOT USE PLASTIC UNER WHEN GROUND WA 7F:R IS PRESENT) COARSE GRA VEL, 3/4 INCH DIAM. CIVIL/GEOTECHNICAL Engineering, Inc. P.O. Box 2837 Edwards. CO 81632 tel (970) 926-9088 fox (970)
926-9089 WITH LESS THAN 5% FINES 4-INCH DIAME7F:R PERFORA 7£0 PIPE SLOPED TO A SUITABLE OU7Z.ET AT 1/4" PER FOOT FOR FLEXIBLE AND AT 1/8" PER FOOT FOR RIGID PIPE PERIMETER DRAIN PRO.ECT
NO.: 05186 LOT 12. 7W.ER SPRINGS 523 SPUR ORIVE GARFlfJ.D COUNTY. cot.QRAOO N.T.S. RGtIR£ NO.: 4
Parcel Detail Page 1 of 3 Garfield County Assessor/Treasurer Parcel Detail Information ASSe_$S9JLIreasmerJ'ropertySeaIQ,1} I Assessor Sub_seLQ1\m I AssesS9J_SillelLS.el!f£:l1 ClerkJ'icRel:9JJteX
Rel:eptio!1 Sean;:l! Parcel Detail I Value Detail Sales Detail I Residential/Commercial Improvement Detail Land Detail I Photographs I TaxArea II Account Number II Parcel Number II Mill
Levy I I 010 II R100073 II 239513101012 II 63.408 I Owner Name and Mailing Address IREICHARDT, CLAY E I IpOBOX 1598 I IGYPSUM, CO 81637 I Legal Description ISECT,TWN,RNG:13-7-89 SUB:TELLER
ISPRINGS LOT: 12 PRE:R010120 BK:0816 IPG:OOOI BK:0815 PG:0354 BK:0815 IPG:0348 BK:0812 PG:0670 BK:081O IPG:0745 BK:1680 PG:188 RECPT:672528 I IBK: 1164 PG:739 RECPT:556665 BK:0889 I
IPG:0003 BK:0801 PG:0777 I Location Physical Address: IIGLENWOOD SPRINGS I Subdivision: IlTELLER SPRINGS I Land Acres: 117.106 I Land S9 Ft: 110 I Section II Township II Range I 13 II
7 II 89 I http://www.garcoact.com!assessor/parcel.asp?ParceINumber=2395131 0 1 0 12 7/28/2006
Parcel Detail Page 2 of3 Property Tax Valuation Information I II Actual Value II Assessed Value I I Laud: II 190,00011 55,1001 I Im~rovements: II 011 01 I Total: II 190,00011 . 55,1001
Sale Date: 114/15/2005 Sale Price: 11250,000 Basic Building Characteristics Number of Residential 1 Buildings: 0 I Number of CommlInd 10 1 Buildings: No Building Records Found Tax Information
Tax Year II Transaction Type II Amount I 2005 II Tax Payment: Whole II ($3,493.78)1 2005 II Tax Amount II $3,493.781 2004 II Tax Payment: Whole I ($3,335.34)1 2004 Tax Amount $3,335.341
2003 Tax Payment: Whole ($2,807.68)1 2003 Tax Amount $2,807.681 2002 Tax Payment: Whole II ($2,850.72)1 2002 Tax Amount II $2,850.721 2001 II Tax Payment: Whole II ($2,866.84)1 2001
II Tax Amount II $2,866.841 2000 II Tax Payment: Whole II ($2,428.30)1 2000 II Tax Amount II $2,428.301 1999 II Tax Payment: Whole II ($2,395.38)1 1999 II Tax Amount II $2,395.381 http://www.garcoact
.com!assessor/parcel.asp?ParceINumber=2395131 0 1 0 12 7128/2006