HomeMy WebLinkAboutApplication-Permit/O(;tfo .1
I
Garfield County No. I
' Building & Sanitation Department
108 8th Street, Suite #401 Glenwood Springs, Co. 81601 ,
Office 945-8212 Inspection Line 384-5003
Job Address: 0351 Larkspur Drive, Carbondale
Locality: Cerise Ranch Subdivision Ph2, Lot 13/ 2391-332-04-013
Use of Building: s/f dwelling on unfinished base w/patios & att garage
Owner: Seider, Perry
Contractor: Crawfo~esign Build LLC
Amount of Permit: $4,226.89 Date:
FROM PHONE NO. : 954 962 1985 Jul. 17 2007 04:44PM P3
p.3
~u• 17 07 os:~la C~ew~~rd Design Build 970··963•51_:73_
/
GARFIELD COUNTY BUll..D!NG PERMIT JIPPLICAT!ON xott u-atn.et. Wt • .coa. cu-.ood ~.eo a~oao1 ,..lUI:: lf'Oo'NIWS:U:ll I PU: 87~70 I~~~-t.&&c: ~+:1008
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AND OWN~ COMMUl$AR:E IN1'D1D8DTO BECONG'ERVA'JI\I'll;li\No• SUI'POKTOF"IHB 0\\INBRSI.I'ftBRI;ST: tit( p \0. V\. ~~ y ee I HERlmY ACI(N()WL<OGET>IA'r I !lAVE IIE.IMND tiNOZ:IISTAND.~ A~~........, IINI11A!.l: '{. lD>
~-n-ot-m~ , ~ \ ~a{bl $ :)~Cf't<rJ-7 c_A4-I c;J-7
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$ \l-1 l1·bd---
Aug 17 07 02:20~ Crawford Design Build 970-963-5173
The following items are required by Garfield County for a final inspection:
1. A final Electrical Inspection from the Colorado State Electrical Inspector;
2. Pennanent 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 raUs on balconies or
decks over 30" high constructed to all me 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 he made upon the demo~stration 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 fmal 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.
9. If you will he connecting to a public water and! or sewer system, proof of the tap fees have been
paid and the connections inspected by the service provider prior to issuance of aC.O.
A CERTIF1CATE oF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE
ABOVE ITEMS HAVE BEEN COMPLETED.
****A CERTIFICATE OF OCCUPANCY MAY TAKE UP TO 5 BUSINESS DAYS TO B11:
PROCESSED AND ISSUED.
****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF
OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A
C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS
FOR VACATING PREMISF;S UNTIL ABOVE CONDITIONS ARE MET.
I understand and agree to ahide by the above conditions for occupancy, use and the issuance of a
Certificate of Occupancy for the · ng under building permit#------
Signature
Bpapplicationoctober2006
Date
p.2
VALUATION/FEE DETERMINATION
Applicant ___ 5...L!ie..Jiu,Oc..~f'-rl~..,.,;3'""'""5""'f---Address._~-~-.__..~.LA.""-~a!.Jl"'-' -5~.JLp1M-._1...,j)""IL'-
Date ___ f:A-.::'-"d410-:-'-'0"'-'1'------
Finished (Livable Area):
Main ,;;l3'l ~
Upper (..'7 S"'
Lower I :;l.;;l S""
Other
Subdivision
Lot/Block
Contractor
Total Square Feet 4 'J..-15 K ?I{Jo!f
Valuation 3 201 '/)o
1
bD
Basement:
Unfinished 1.; I ) ~ 3 "( .l< Y I -= "3 0
1
D"' '(
Conversion of Unfinished to Finished
Plan Check Fee for Conversion
Garage:
Crawl Space:
Decks/Patios:
Valuation
8' t.o X. \ ~ :;:!-I') '-{5-0
Valuation
Valuation
Covered '-1'-tDxZy -1 o -:>t.o
Valuation
Open _ :;:2 3 o X 12_ -:= ::;2 7 C,o
ValuatiOn
Total Valuation 3 '") q by~
1
fp
I .
C€fltSc lltf?JC If fIt . J-.
13
Cfl1t7<> f OfltJ p G S l:S 11
Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with
decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line
and original grade. A section showing in detail, from the bottom of the footing to the top 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 of30% or greater must be shown on the site pla:ri.. (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 elope as it is shown on the final plat with the proposed structure located
within the velope.
y es._..;.L--
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 Jot. Special
setbacks do apply.
Yes t>IA
3. Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage
Disposal System) and the distances to the property lines, wells (on subject property and
adjacent properties), streams or water courses?
Yes. __ -"'lL_'---
2
4. Does the site plan indicate the location and direction of the County or private road accessing
the property?
Yes tL
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?
y es. __ "'\"7.£--
6. Do the plans indicate the location and size of ventilation openings fur under floor crawl
spaces and the clearances required between wood and earth?
Yes b/
7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist
i':esand~?
8. Do the· plans include design loads as required by Garfield County for roof snow loads, (a
minimum of 40 pounds per square fuot up to & including 7,000 feet above sea level), floor
loads and wind loads?
Yes t/
9 _ Does the plan include a building section drawing indicating foundation,. wall, floor, and roof
construction?/
Yes ),_
I 0. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling
joists, roof~ or joists or trusses?
Yes V ·
II. Does the building section drawing or other detail include the method of positive connection of
all columns anJl beams?
Yes V -------
12. Does the elevation plan indicate the height of the building or proposed addition from the
undistu.-bed grnde to the midpoint between the ridge and eave of a gable or shed roof or the
top of a fiat _.}60f? (Building height measurement usually not to exceed 25 fuet)
Yes_-'V=------
13. Does the plan include any stove or zero clearance fireplace planued for installation including
make and model and Colorado Phase n certifications or phase II EPA certification?
Yes No '\./""
3
14.
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 th_yiRC?
Yes a/ No -------
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 .
Does the plan include a window schedule or other verification that windows provide natural
light and venjilation for all habitable rooms?
Yes V No -------
Do the plans indicate the location of glazing subject to human impact such as glass doors,
glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as
a walking surface; sliding glass door.i; fixed glass panels; shower doors and tub enclosures
and specifY §afety glazing for these areas?
Yes V No -------
Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters
indicated on jhe 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 V 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? The building permit application will not
be accepted ~out it. .
Yes 1L_ No. ______ _
Will this be ~nly residential structure on the parcel?
Yes v No Ifno-Explain:. ______ _
Have two (2) complete sets of construction drawings been submitted with the application?
Yes /
Do you understand that the minimum dimension a home can be on a lot is 20ft. wide and 20ft.
long? /
Yes V No ____ _
4
24.
25.
26.
27.
28.
29.
30.
31.
32.
Have you~esi ed or had this plan designed while considering building and other
constructio de requirements?
Yes No _____ _
Do your plans comply with all zoning rules and regulations in the County related to your
properties zone di§Jrict?
Yes ~./"' No ___ _....c __ _
Does the plan accurately indicate what you intend to construct and what will receive a final
inspection b~e Garfield County Building Department?
Yes V No _____ _
Do you understand that approval for design and/or construction changes are required prior to
the applicati:n' of these changes?
Yes tL 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 pact" or "Septic System" fees required, at the time you pick up your
building pe ·
Yes No. _____ _
Are yon aware that yon 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 3:30p.m. Monday through Friday. Inspections are to be
called in to 3~003.
Yes ~,L_ No. ______ _
Are you aware that requesting inspections on work that is not ready or not accessible will
result in a $5/).00 re-inspection fee?
Yes 1L No _____ _
Are you aware that you are required to call for all inspections required under the IRC
including approval on a final inspection prior to receiving a Certificate of Occupancy and
occupancy of t!Je building?
Yes V No ______ _
Are you aware that the Permit Application must be signed by the Owner or a written
authority being given for an Agent and that the party responsible for the project must comply
with the IRC? .
Yes 1/ No _____ _
5
FROM : vu•
33.
34.
35.
36.
37.
PHONE NO. : 954 962 1985
v• ..,,..,~~,~, u ut..-""'b'' ..,"""""'.,. u•u
Jul. 17 2007 04:44PM P2
--·~ ~·.
Ate you aware that prior to submittal of a building permit application yoo are requited to
show proof of a dri"eway access permit or obtain a statement fnml the Ga.dield County Road
& Bridge Depattm<mt SWing one is not necessacy7 You can contact the Road & Bridge
Department at 625-8601.
Yes No·------
Do you understand that you will be required to hire a State ofColotado Licensed Elect.ricilln
and Plumber to peeform installoUions end hookupS, unless yo11 as the homeowner are
performing tbe work? The licc!ISe number of the person perl'orming the wort will be
required at time 9f applicable inspection.
Yes · v No·-------
Are you a'lllll!re, that oo the fumt of the Building Permit Application you will need to fill iD
lhe~NumberfOrthelot you are app.lyin13t'orthis pepniton prior to submittal
of o building permit 3p111i<:ation? Your attention iD this is appt'fl(:iated.
Yes ~ ____ No·---------------
Do you knm~~ that the local fife ~ct may require you r.o submit pliiDS for their review of
fil'e safety lSSII$S? Yes No {please cheek with tbe
builruog deparlll1ellt about this requirenwot)
Do you understand that l:f you are planning on doing any e~~cavatill3 ~ grarung to the
property prior to issnam:e of a buikli.og permit that you w.ill be reqnired to obtain a grading
permit?
Yes ,/
Notes: Tf you have :ansWexed "No' on any of the questions, you may be required to provide this
infonnadoo at the request of the Building Official prior to beginning the plan 1'18Viewproce:$S. Delays
in issuing !he permit are to be ex~ Worlc.may no~~ willlout !be l&S\IIOJICO ofa penni!. If
ir is determined by the lluildias Official lha1' acklitiooal iufumlation .is necessary to teView the
application and plllnli to determine minimum compliance wi!h llle adopted codes. the applieation
6
PLAN REVIEW CHECKLIST
Applicant $£I D f" fZ.._ Date __ =~---';).."'----'-1_-=o_-1-'---
Building
LBngineered Foundation
~Driveway Permit fi-X~
~Surveyed Site Plan 13/dfr Etvvd""f'1
~Septic Permit and Setbacks
~GradeiTopography 30%
~ttach Residential Plan Review List
LJ1inimum Application Questionnaire
-~--SSuubdivision Plat Notes
~Fire Department Review
__ V_Valuation Determination/Fees
LRed Line Plans/Stamps/Sticker
~Attach Conditions
v Application Signed
~Plan Reviewer To Sign Application
V Parcel/Schedule No. * 40# Snow load Letter-Manf. Hms.
_L Soils Report
GENERAL NOTES:
Planning/Zoning
--.6roperty Line Setbacks
___6oft Stream Setbacks
_blood Plain
--~ilding Height ~ning Sign-off
~oad Impact Fees
~OA/DRC Approval
_Lorade/Topography 40%
plP~ng Issue.s
__ i(_Su,hbr1d;i,vision Plat Notes
cerise ranch design review
board
To:
from:
CC:
Date:
Re:
Via:
Simon Bentley-Crawford Design
Terri-Ann Giandomenico
Jeff Spanel. Art Kleinstein. Cerise Ranch POA
07-13-07
Cerise Ranch lot # 13
US Mail
memorandum
Wintergreen Homes. llC
40801 US Highway 6 Suite 203
PO Box 1530
A von Colorado 81620
970/949-4120
Fax: 970/949-9940
Thank you for your submittal for lot #13. The Cerise Ranch DRB has completed reviewing your
submittal package. drawings, catalog sheets, and colors. All have been reviewed and meet
the requirements of the Third Amended Cerise Ranch DRB Guidelines.
We have enclosed two stamped "reviewed" sets for your files. We are keeping one original stamped copy
for our files and one has been sent to the Cerise Ranch POA for their files.
During construction please keep in mind the following items:
4.3.5 Vehicles and Parking
5 Vehicles for use during construction activities shall conform to all provisions of the Covenants and
Garfield County requirements. Vehicles or construction equipment shall not be stored on site. Parking for
construction workers vehicles is limited to the lot. At no time will parking be allowed on the streets or on
adjacent lots.
4.3.6 Construction Equipment. Materials, Trash and Dogs
Temporary placement of construction equipment on site will be allowed, however storage of construction
equipment beyond the duration of need for such equipment to be on site shall be prohibited. Temporary
storage of building materials on site shall be allowed in the approved temporary staging area. The site shall
be kept free of construction debris at all times. Temporary placement of debris on site shall be contained
within a dumpster located in the approved staging area. Dogs and outdoor radios shall not be allowed on
the construction site at any time.
4.3.7 Dust, Noise and Hours of Construction
The Contractor shall take precautions as necessary to abate dust generation due to construction activities
at all times -there will be zero tolerance for fugitive dust. The Contractor shall take precautions as
necessary to abate excessive noise generation at all times. The use of explosives on the construction site is
prohibited. If required, use of driven steel foundation piles shall be subject to approval by the DRB prior to
the start of construction. Construction activities shall only occur during the hours of 7:00 A. M. to 7:00 P.M.,
Monday through friday. and 8A.M. to 5:00 P.M. on Saturday unless written authorization from the DRB is
secured for extended or weekend hours.
If further information is required. please do not hesitate to contact Terri-Ann Giandomenico (970)
376-2263.
Simon Bentley
Crawford Design
PO 1236 Carbondale CO 81623
This document may contain PRIVILEGED and/or CONFIDENTIAL information intended ONLY for the use of
the specific individual or entity named above. If you are not the intended recipient, you are hereby
notified that any unauthorized dissemination or copying of this document or the information contained in it
is strictly prohibited. If you have received this document in error. please notify the sender at once by
telephone and return the original document to the above address via the US Postal Service. Thank you.
No._,.. {0 0 '-fo Assessor's Parcel No?:_3CJ i-:33,;2-()l{-Oi~
.r Date 9ft a.( ~> 7
. _ JovJ, BUILDING PERMIT CARD CcA.:.-4><., Ko.-;-cL\ft.. . .:l.
Job Address 0361 \'J< ~'-''-{).;\Us~ (a..tvb-<it._.Q_...__Q._ Co & ( lDa:~ ,:f..;:{; L?.
Owner~"-_ f>~ , Address ilfoy fpM~ &J~{ ft~ne i1 c)4-Cf3i<:{ol'7
Contractor(l;\0..\i'~~Q. T:Sd!-4//\A. ~;_p ... Jl\i<Address e. 0 .~i (d..?:,(, c 'v~S'Wc?ne # Cf(,3·Jl'f3 3
Setbacks: Front Rear RH LH Zoning ____ _
S{~ 6\A ev ~~~-wX ~vvvd-c,u INSPECTIONS
Soils Test -·: · ·-t Weatherproofing __________ _
Footing Mechanical ______ -:r------
Foundation /a. tr.a7 :t'?Jd2 Electrical Rough (State) ----"-:-7"'-------
Grout Electrical Final (State)--------:r--
Underground Plumbing 10~,:21:..02~ ~Final 9-,&6-.::~8£ /Checklist. C~pleted? Z
Rough Plumbing~"~· • Certificate Occupan~ #~_lD_ B
Framing tf-~Cf-Q...~ 1J177:L.-Date {,Sc;L(f£';1 · 2Cf D _
Insulation t{--;2"2-o$ Septic System #--"'"''-'+-A-:...:._ _______ _
Roofing Date __ · _________ _
Drywall 2~-:zo"" 'iS~ Final ____ -r-------
Gas Piping '-1-~'1-0 8>7?/?? Other d ~<:0-~-W ~ ..... /. NOTES ltf ad~-4-
,~~~r.y?·-5~
(continue on back)
EXTERIOR /
Drainage /
Decks-support & clearanc/d ---"-/ _____ _
Decks-stairs & rails ----''=-'----------
Exterior. locks ____ ..:_ ________ _
Flashing around doors & windows--------
Insect screens--------------
INTERIOR /
:~Rw:~~eparation / /
Service doors-1%" min. V /
Door (20 min.) w/auto closer-1%" min. f
Mech. equip. 18" above floor A£. • _ ·
No opening into sleeping area ________ _
BASEMENT-CRAWL AREA
Access Ovt ..
Insulation----------------
Headroom/Stairs _____________ _
Ventilation Ct<tc f.(. .,-'Fe**'\
Ce-.l"* Fo~.
FINAL CHECKLIST
Booler IJ l _J) __ ~ _._j
M~CHA.NJC~AL ROO )
Hot water ~ <iJijjjt
F.A. gas/oil __ -::>..,_ _______ _
Floor drain ___ ::;f\-ft---.....--------
Ciearance ___ _,0~t"'/;C......:. _____ _
Air con. system----.....,.,._-----
Hot water heater (J,( 1 Combustion air { It ~ ~ (Ql..J
Gas piping, valves ij '/t ·
LPG Drain------------
FIREPLACE/STOVE /
Clearance to combustibles-'~""'--.,;"""'-----
Termination of chimney-,,p.o<:------
Combustion air ___ J:.~~c;!__ __
Hearth (12" or 20" on sides) --'U-1='----
Giass doors __________ _
Certified by:~----------
REMARKS
STAIRWAYS . u/'
Headroom (6~') _.::.._ __ -:7''------
Railing & guardrails __ JZ"""'-r--------
Width ___ -'----~=-"7"'"---------
Rise & run-------------
KITCHEN
Clearance above grill----------
Exhaust fan-------------
Broiler exhaust (1 hr. chase) -------
BEDROOMS ~
Egress ~
Smoke detector (.._;? /
BATHROOMS :_;;?
Exhaust fan-------------
Shatterproof glass __________ _
OTHER
COUNTY OF GARFIELD -BUILDING DEPARTMENT
CORRECTION NOTICE
108 8th St., Suite 201 Glenwood Springs, Colorado
Phone (970) 945-8212
Job located at fJ3s-! C "'o' ¥>PH'
Permit No. / ~c10
I have this day inspected this structure and these
premises and found the following corrections needed:
{. ~~ ~ ;J.I fJS#4.
z. ol'i:tt-1 o~~ ~ ~U.1f .. a
'?. Ca~u fl*.lf1 7Jt?£ Srf#.Au... G'~
Rol}~ ..
~II. ~tla~tU ')'C>...t11p ~~p 'J>..wl(~tbJ
'fi. (',oS£ Gt:F /l:.q.$'j I ("' '
(; !AI 'b 07f-uh<.f ft.{( lk(C1u
. vv[ISJtuc., ~CJ....ui71W /t.llc. "'l,
1.~ Uw-rs~ ~.
13o \ L1i.<(.2. ,
You are hereby notified that the above correction must be inspected
before covering.
When oorrection(s) have been made, call for inspection at 970-384-5003.
Date --""-=-~,~_____:::,~L,I-~,--
Building Inspector -+~~~~~--~------
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 0 ?:SI ~ ,t)_,_..
Permit No. -----'-1._...6"-'t&~r."'o _____________ _
I have this day inspected this structure and these
premises and found the following corrections needed:
~Call for Re-lnspection v ~ $50.00 Re-lnspection Fee must be paid prior to Re-lnspection
You are hereby notified that the above correction must be inspected
before covering.
When correction(s) have been made, call for inspection at 970-384-5003.
Date '/-;fC·O 'i5 20~t;;;;'-~c===:-
Building Inspector~~
Phone (970) 945-8212
COUN'iY OF GARFIELD -BUILDING DEPARTMENT
CORRECTION NOTICE
108 8th St., Suite 401 Glenwood Springs, Colorado
Phone (970) 945-8212
Job located at Os:)/ ~ . A2 .
Permit No. /&76 XO
I have this day inspected this structure and these
premises and found the following corrections needed:
fl?(can for Re-lnspection
0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection
You are hereby notified that the above correction must be inspected
before covering.
When oorrection(s) have been made, call for inspection at 970-384-5003.
Date £-?8'-oe-20 ___ _
Building Inspector ~~
Phone (970) 945-8212
COUNTY OF GARFIELD -BUILDING DEPARTMENT
CCNRECTION NOTICE
1 0., /;:n St., Suite 401 Glenwood Springs, Colorado
Phone (970) 945-8212
Permit No. --------------------------
I have this day inspected this structure and these
premises and found the following corrections needed:
,>-f Call for Re-lnspection
0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection
You are hereby notified that the above correction must be inspected
before covering.
When correction(s) have been made, call for inspection at 970-384-5003.
Date '/-;7,;:;<-()fS 20 ___ __
Building Inspector ~?;{;e$J.p;; &v-~
Phone (970) 945-8212
INSPECTION WU.l NOT BE MADE UNLESS
THIS CARD IS POSTED ON THE JOB
24 HOURS NOTICE REQUIRED FOR INSPECTIONS
BUILDING PERMIT
GARFIELD COUNTY, COLORADO
Date Issued •. .9 h~l.~7zoned Area ..•.•....•.•....•.••....•...... Permit No •. ../.(I..~ .. Y...'?. ...... . t 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 wbicb this permit is granted, and further agrees that if the above said regulations
are not fully complied with in the zoning, location, erection and construction of the above
described structure, the permit may then be revoked by notice from the County Building
Inspector and IMMEDIATELY BECOME NULL AND VOID.
Use l?jE(llwe\liYiq CVI llDFIY\lsheU 'll.a~. W\~'> l C!l+ qora.qe.
Address or Legal Descriptionm'l>l ( U'L'i.~"r tr -CitlCtle
Qwer Dficier, Perr\f CpntractorC mn.~!tQ Ql~lqYl blll\tl Ltc ..
Setbacks Front Side Sjde Rear
Tbis Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection.
ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING-
WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND.
THIS PERMIT IS NOT TRANSFERABLE
For Inspections Call384-5003 108 8th Street Glenwood Springs, Colorado
APPROVED DO NOT DESTROY THIS CARD
Date q} p_JJ7ey r: : ~-~l b~ ( ~
i lF PLACED OUT DE-COVER WN'H CLEAR PLASTIC
HEPWORTH-PAWLAK GEOTECHNICAL
SUBSOIL STUDY
l"I<::P\n'>nh-P;ndak (i('otechnic<l. ln..:.
::i~..1 2l1 C'tnm· R(1ad 154
Cilo:nw,:~,,d s"r-rings, Cnh)n~J,) S!6l'l
F'h••nl": t1/0-945-!980
Fax: 070-945-8454
..;-m,,i]: hpg._.,)@hp.ee•)tech.enm
FOR FOUNDATION DESIGN
PROPOSED RESIDENCE
LOT 13, CERISE RANCH
LARKSPUR DRIVE
GARFIELD COUNTY, COLORADO
JOB NO. 106 0982
DECEMBER 11, 2006
PREPARED FOR:
CRAWFORD DESIGN BUILD, LLC
ATTN: BRAD CRAWFORD
P.O. BOX 1236
CARBONDALE, COLORADO 81623
Parker 303-841-7119 $ Colorado Springs 719-633-5562 • Sih-errhornc 970-468-1989
TABLE OF CONTENTS
PURPOSE AND SCOPE OF STUDY ............................................................................ - 1 -
PROPOSED CONSTRUCTION ..................................................................................... - 1 -
SITE CONDITIONS ....................................................................................................... -2-
SUBSIDENCE POTENTIAL ......................................................................................... -2-
FIELD EXPLORATION ................................................................................................. -3-
SUBSURFACE CONDITIONS ...................................................................................... -3-
FOUNDATION BEARING CONDITIONS .................................................................. -4-
DESIGN RECOMMENDATIONS ................................................................................. -4-
FOUNDATIONS ......................................................................................................... -4-
FOUNDATION AND RETAINING WALLS ............................................................ -5-
FLOOR SLABS .......................................................................................................... -6-
UNDERDRAIN SYSTEM .......................................................................................... -7-
SURF ACE DRAINAGE ............................................................................................. -8-
LIMITATIONS ............................................................................................................... -8-
FIGURE 1-LOCATION OF EXPLORATORY BORINGS
FIGURE 2-LOGS OF EXPLORATORY BORINGS
FIGURE 3 -LEGEND AND NOTES
FIGURES 4 and 5-SWELL-CONSOLIDATION TEST RESULTS
TABLE 1-SUMMARY OF LABORATORY TEST RESULTS
PURPOSE AND SCOPE OF STUDY
This report presents the results of a subsoil study for a proposed residence to be located
on Lot 13, Cerise Ranch, Larkspur Drive, Garfield County, Colorado. The project site is
shown on Figure 1. The purpose of the study was to develop recommendations for the
foundation design. The study was conducted in accordance with our agreement for
geotechnical engineering services to Crawford Design Build, LLC dated November 15,
2006.
A field exploration program consisting of exploratory borings was conducted to obtain
information on the subsurface conditions. Samples of the subsoils obtained during the
field exploration were tested in the laboratory to determine their classification,
compressibility or swell and other engineering characteristics. The results of the field
exploration and laboratory testing were analyzed to develop recommendations for
foundation types, depths and allowable pressures for the proposed building foundation.
This report summarizes the data obtained during this study and presents our conclusions,
design recommendations and other geotechnical engineering considerations based on the
proposed construction and the subsurface conditions encountered.
PROPOSED CONSTRUCTION
The proposed residence will be a two story, wood frame structure over a walkout
basement 1evellocated in the northern part of the building envelope as shown on Figure I.
The attached garage and basement floors will be slab-on-grade. Grading for the structure
will to be relatively minor with cut depths between about 3 to 1 0 feet. We assume
relatively light foundation loadings, typical of the proposed type of construction.
If building loadings, location or grading plans change significantly from those described
above, we should be notified to re-evaluate the recommendations contained in this report.
Job No. 106 0982 ~tech
- 2 -
SITE CONDITIONS
Lot 13 was vacant at the time of our field exploration. Larkspur Drive is located uphill to
the north of the Jot. The Jot slopes moderately to strongly down to the south at grades
between about 8% and 10%. There is about 8 feet of elevation difference in the building
footprint and about 20 feet across the Jot. An abandoned irrigation ditch is located in the
upper portion of the building envelope. A currently inactive irrigation ditch is located
below the building envelope. Vegetation on the site consists of native grass and weeds.
Eagle Valley Evaporite Formation bedrock is visible on the valley hillside to the north.
SUBSIDENCE POTENTIAL
Bedrock of the Pennsylvanian age Eagle Valley Evaporite underlies the Cerise Ranch
Subdivision. These rocks are a sequence of gypsiferous shale, fine-grained sandstone and
siltstone with some massive beds of gypsum and limestone. There is a possibility that
massive gypsum deposits associated with the Eagle Valley Evaporite underlie portions of
the Jot. Dissolution of the gypsum under certain conditions can cause sinkholes to
develop and can produce areas of localized subsidence. During previous work in the area,
several sinkholes were observed scattered throughout the Cerise Ranch Subdivision.
These sinkholes appear similar to others associated with the Eagle Valley Evaporite in
areas of the Roaring Fork River valley.
Sinkholes were not observed in the immediate area of the subject lot. No evidence of
cavities was encountered in the subsurface materials; however, the exploratory borings
were relatively shallow, for foundation design only. Based on our present knowledge of
the subsurface conditions at the site, it cannot be said for certain that sinkholes will not
develop. The ·risk of future ground subsidence on Lot 13 throughout the service life of
the proposed residence, in our opinion, is low; however, the owner should be made aware
of the potential for sinkhole development. If further investigation of possible cavities in
the bedrock below the site is desired, we should be contacted.
Job No. 106 0982 ~tech
-3 -
FIELD EXPLORATION
The field exploration for the project was conducted on November 20, 2006. Two
exploratory borings were drilled at the locations shown on Figure I to evaluate the
subsurface conditions. The borings were advanced with 4-inch diameter continuous flight
augers powered by a truck-mounted CME-45B drill rig. The borings were logged by a
representative of Hepworth-Pawlak Geotechnical, Inc. Slotted PVC pipe, I Y2-inch
diameter, was installed in the borings to the depths shown on Figure 2.
Samples of the subsoils were taken with I% inch and 2 inch J.D. spoon samplers. The
samplers were driven into the subsoils at vruious depths with blows from a 140 pound
hammer falling 30 inches. This test is similar to the standard penetration test described
by ASTM Method D-1586. The penetration resistance values are an indication of the
relative density or consistency of the subsoils. Depths at which the samples were taken
and the penetration resistance values are shown on the Logs of Exploratory Borings,
Figure 2. The samples were returned to our laboratory for review by the project engineer
and testing.
SUBSURFACE CONDITIONS
Graphic logs of the subsurface conditions encountered at the site are shown on Figure 2.
The subsoils consist of about Yz foot of topsoil overlying sandy silty clay with scattered
gravel lenses/layers. Relatively dense, silty sandy gravel containing cobbles was
encountered beneath the clay in Boring I at a depth of about 21 Yz feet down to the
maximum explored depth of23Yz feet.
Laboratory testing performed on samples obtained from the borings included natural
moisture content, density and finer than sand size gradation analyses. Results of swell-
consolidation testing performed on relatively undisturbed drive samples of the clay soils,
presented on Figures 4 and 5, indicate moderate to high compressibility under conditions
of loading and wetting. The laboratory testing is summarized in Table I.
Job No. I 06 0982
-4-
Groundwater was encountered in the borings at depths of about 1 6Yz feet at the time of
drilling. The groundwater was measured in the borings at depths of 12 and 1 8Yz feet
when checked on December 1 1, 2006. The upper soils were typically moist to wet near
or below the groundwater level.
FOUNDATION BEARING CONDITIONS
Based on the subsoil conditions encountered in the borings, a spread footing foundation
bearing on the upper sandy silty clay soils appears feasible with some risk of differential
settlement and building distress, especially if the bearing soils are wetted. A deep
foundation (such as driven piles) which extends down to the relatively dense gravel
subsoils could be used to provide a moderate load capacity and a low settlement risk. We
should be contacted if a deep foundation is proposed.
DESIGN RECOMMENDATIONS
FOUNDATIONS
Considering the subsurface conditions encountered in the exploratory borings and the
nature of the proposed construction, we recommend the building be founded with spread
footings bearing on the upper natural soils.
The design and construction criteria presented below should be observed for a spread
footing foundation system.
1) Footings placed on the undisturbed natural soils should be designed for an
allowable bearing pressure of 800 psf. To reduce potential groundwater
impacts, we recommend that footing grade be no lower than the water
level in the irrigation ditch below the building envelope which appears to
be at about elevation 5,975 ±feet. Based on experience, we expect initial
settlement of footings designed and constructed as discussed in this section
Job No. 106 0982
-5 -
will be about I inch or less. There could be about l to l y, inches of
additional settlement if the bearing soils become wetted.
2) The footings should have a minimum width of 20 inches for continuous
walls and 2 feet for isolated pads.
3) Exterior footings and footings beneath unheated areas should be provided
with adequate soil cover above their bearing elevation for frost protection.
Placement of foundations at least 36 inches below exterior grade is
typically used in this area.
4) Continuous foundation walls should be heavily reinforced top and bottom
to span local anomalies such as by assuming an unsupported length of at
least 14 feet. Foundation walls acting as retaining structures should also
be designed to resist lateral earth pressures as discussed in the "Foundation
and Retaining Walls" section of this report.
5) The topsoil and any loose or disturbed soils should be removed and the
footing bearing level extended down to the natural soils. The exposed
soils in footing area should then be moistened and compacted.
6) A representative of the geotechnical engineer should observe all footing
excavations prior to concrete placement to evaluate bearing conditions.
FOUNDATION AND RETAINING WALLS
Foundation walls and retaining structures which are laterally supported and can be
expected to undergo only a slight amount of deflection should be designed for a lateral
earth pressure computed on the basis of an equivalent fluid unit weight of at least 55 pcf
for backfill consisting of the on-site soils. Cantilevered retaining structures which are
separate from the residence and can be expected to deflect sufficiently to mobilize the full
active earth pressure condition should be designed for a lateral earth pressure computed
on the basis of an equivalent fluid unit weight of at least 45 pcf for backfill consisting of
the on-site soils. Backfill should not contain vegetation, topsoil or oversized rock.
All foundation and retaining structures should be designed for appropriate hydrostatic and
surcharge pressures such as adjacent footings, traffic, construction materials and
Job No. 106 0982
-6-
equipment. The pressures recommended above assume drained conditions behind the
walls and a horizontal backfill surface. The buildup of water behind a wall or an upward
sloping backfill surface will increase the lateral pressure imposed on a foundation wall or
retaining structure. An underdrain should be provided to prevent hydrostatic pressure
buildup behind walls.
Backfill should be placed in uniform lifts and compacted to at least 90% ofthe maximum
standard Proctor density at a moisture content near optimum. Backfill in pavement and
walkway areas should be compacted to at least 95% of the maximum standard Proctor
density. Care should be taken not to overcompact the backfill or use large equipment
near the wall, since this could cause excessive lateral pressure on the wall. Some
settlement of deep foundation wall backfill should be expected, even if the material is
placed correctly, and could result in distress to facilities constructed on the backfill.
The lateral resistance of foundation or retaining wall footings will be a combination of the
sliding resistance of the footing on the foundation materials and passive earth pressure
against the side of the footing. Resistance to sliding at the bottoms of the footings can be
calculated based on a coefficient of friction of0.35. Passive pressure of compacted
backfill against the sides of the footings can be calculated using an equivalent fluid unit
weight of 325 pcf. The coefficient of friction and passive pressure values recommended
above assume ultimate soil strength. Suitable factors of safety should be included in the
design to limit the strain which will occur at the ultimate strength, particularly in the case
of passive resistance. Fill placed against the sides of the footings to resist lateral loads
should be compacted to at least 95% of the maximum standard Proctor density at a
moisture content near optimum.
FLOOR SLABS
The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab-
on-grade construction. The soils tend to be hydrocompressive, which could result in
some slab settlement and distress, especially if the bearing soils become wetted. To
reduce the effects of some differential movement, floor slabs should be separated from all
bearing walls and columns with expansion joints which allow umestrained vertical
Job No. 106 0982
-7-
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
established by the designer based on experience and the intended slab use. A minimum 4
inch layer of free-draining gravel should be placed beneath basement level slabs to
facilitate drainage. This material should consist of minus 2 inch aggregate with at least
50% retained on the No. 4 sieve and less than 2% 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 imported granular soils such as %-inch road base devoid of vegetation, topsoil
and oversized rock.
UNDERDRAJN SYSTEM
Although free water was encountered below the proposed basement level during our
exploration, it has been our experience in the area that groundwater levels can rise and
local perched groundwater can develop during times of heavy precipitation or seasonal
runoff. Frozen ground during spring runoff can also create a perched condition. We
recommend below-grade construction, such as retaining walls, crawlspace and basement
areas, be protected from wetting and hydrostatic pressure buildup by an underdrain
system.
The drains should consist of drainpipe placed in the bottom of the wall backfill
surrounded above the invert level with free-draining granular material. The drain should
be placed at each level of excavation and at least I foot below lowest adjacent finish
grade and sloped at a minimum I% to a suitable gravity outlet. Free-draining granular
material used in the underdrain system should contain less than 2% passing the No. 200
sieve, less than 50% passing the No. 4 sieve and have a maximum size of 2 inches. The
drain gravel backfill should be at least I Y:z feet deep. An impervious membrane, such as
30 mil PVC liner, should be placed beneath the drain gravel in a trough shape and
attached to the foundation wall with mastic to prevent wetting of the bearing soils.
Job No. I 06 0982
-8-
SURFACE DRAINAGE
The following drainage precautions should be observed during construction and
maintained at all times after the residence has been completed:
I) Inundation of the foundation excavations and underslab areas should be
avoided during construction.
2) Exterior backfill should be adjusted to near optimum moisture and
compacted to at least 95% of the maximum standard Proctor density in
pavement and slab areas and to at least 90% of the maximum standard
Proctor density in landscape areas. Fill placed around the building should
extend no more than 3 feet about existing grade. Deeper fills may be
possible but would need to be placed at least a month prior to building
construction to reduce potential settlement impacts.
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 12 inches in the first I 0 feet in unpaved
areas and a minimum slope of 3 inches in the first 10 feet in paved areas.
Free-draining wall backfill should be capped with about 2 feet of the on-
site finer graded soils to reduce surface water infiltration.
4) Roof downspouts and drains should discharge well beyond the limits of all
backfill.
5) Irrigation sprinkler heads and landscaping which requires regular heavy
irrigation, such as sod, should be located at least 5 feet from foundation
walls.
LIMITATIONS
This study has been conducted in accordance with generally accepted geotechnical
engineering principles and practices in this area at this time. We make no warranty either
express or implied. The conclusions and recommendations submitted in this report are
based upon the data obtained from the exploratory borings drilled at the locations
Job No. 106 0982
-9-
indicated on Figure I, 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 borings and variations in the subsurface
conditions may not become evident until excavation is performed. If conditions
encountered during construction appear different from those described in this report, we
should be notified so that re-evaluation of the recommendations may be made.
This report has been prepared for the exclusive use by our client for design purposes. We
are not responsible for technical interpretations by others of our information. As the
project evolves, we should provide continued consultation and field services during
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 recommendations
presented herein. We recommend on-site observation of excavations and foundation
bearing strata and testing of structural fill by a representative of the geotechnical
engineer.
Respectfully Submitted,
Reviewed by:
Daniel E. Hardin, P.E.
JZA/ksw
Job No. I 06 0982 ~tech
APPROXIMATE SCALE
1" = 30'
--
5990 ...---------
5990----------~ ----------~---------
5985-
c:-------LO_T_1_3 __ ___,L-
ABANDONED
IRRIGATION
-~DITCH
LOT12
106 0982
5980 --l __ ------
I
L
c~&tech
--
HEPWORTH-PAWLAK GEOTECHNICAL
PROPOSED
RESIDENCE
BORING 1 • --------
IRRIGATION DITCH
------
_j
LOCATION OF EXPLORATORY BORINGS
LOT 14
-5980
Figure 1
5990
5985
5980
5975
Q)
"' IL
' c
0
·~
"' 5970 [jJ
5965
5960
5955
1060982
21
-
0
BORING 1
ELEV.= 5980'
6/12
4/12
WC=19.0
DD=108
-200=87
6/12
WC=18.0
DD=114
5/12
--
4/12
BORING2
ELEV. = 5986'
21/12
8!12
WC=20.0
DD=108
1/12
_o_
-
21
-
8/12
Note: Explanation of symbols is shown on Figure 3.
LOGS OF EXPLORATORY BORINGS
5990
5985
5980
5975
Q)
"' IL
c 0
~
5970 "' [jJ
5965
5960
5955
Figure 2
LEGEND:
TOPSOIL; sandy silty clay, scattered gravel, organics, roots. soft, moist, brown.
CLAY (CL); silty, sandy, with scattered gravel in Boring 1, more gravelly in Boring 2, medium stiff, soft near
groundwater in Boring 2, brown to light brown.
4/12
0,21
T
[]
NOTES:
GRAVEL (GM); silty, sandy, with cobbles, dense, wet, brown.
Relatively undisturbed drive sample; 2-inch I. D. California liner sample.
Drive sample; standard penetration test (SPT), 1 3/8 inch I.D. split spoon sample, ASTM D-1586.
Drive sample blow count; indicates that 4 blows of a 140 pound hammer falling 30 inches were
required to drive the California or SPT sampler 12 inches.
Free water level in boring and number of days following drilling measurement was taken.
Practical drilling refusal.
Indicates slotted PVC pipe installed in boring to depth shown.
1. Exploratory borings were drilled on November 20, 2006 with 4-inch diameter continuous flight power auger.
2. Locations of exploratory borings were measured approximately by pacing from features shown on the site plan
provided.
3. Elevations of exploratory borings were obtained by interpolation between contours shown on the site plan provided.
4. The exploratory boring locations and elevations should be considered accurate only to the degree implied by the
method used.
5. The lines between materials shown on the exploratory boring logs represent the approximate boundaries between
material types and transitions may be gradual.
6. Water level readings shown on the logs were made at the time and under the conditions indicated. Fluctuations in
water level may occur with time.
7. Laboratory Testing Results:
WC = Water Content (%)
DD = Dry Density (pet)
-200 = Percent passing No. 200 sieve
106 0982 Ce~
HEPWOR'n+PAWLAK GEO'IECHNJCAL
LEGEND AND NOTES Figure 3
0
~ Moisture Content = 19.0 percent
Dry Density = 108 pet
1
~ Sample of: Sandy Silty Clay
From: Boring 1 at 5 Feet
2
'\
r'\
3
lf!, \
c
0 ·u; 4 "' Compression I'!
0. ""'-p upon
E wetting 0 5 0
""' 6 "' \j
7 '
8
0.1 1.0
APPLIED PRESSURE -ksf
10 100
Moisture Content = 18.0 percent
Dry Density = 114 pel
Sample of: Sandy Silty Clay
From: Boring 1 at 10 Feet
0
~
' 1
" No movement
['.. 7
upon
lf!, '-...... v wetting 2 c ~ t_ _..,
0 /'" ·u;
"' ~ 3
E ............ 0 ~ 0
4
"
5
0.1 1.0 10 100
APPLIED PRESSURE -ksf
106 0982 ~Mach SWELL-CONSOLIDATION TEST RESULTS Figure 4
HEPWORll+'PAWLAK GEO'I'ECHNJCAL
Moisture Content = 20.0 percent
Dry Density = 108 pel
Sample of: Sandy Silty Clay with Gravel
From: Boring 2 at 1 o Feet
0
1
if/. 2 ~
c
""'
0 ·a;
<h 3 " ~
Q. "' No movement
E upon 0 I' u wetting
4
~ ----v / v
{_ v
5
6 ~
\ \. 7
' 8
0.1 1.0 10 100
APPLIED PRESSURE -ksf
106 0982 ~&tech SWELL-CONSOLIDATION TEST RESULTS Figure 5
HEPWORTH-PAWLAK GEOTECHNICAL
Parcel Detail Page 1 of 4
Garfield County Assessor/Treasurer
Parcel Detail Information
Assessm!I!J2aSJJLerPmper\Y Se<J,n::h I AssessocSubset Query I Assessor S<!lesS_eareh
ClerkJI'!J5ec9n:ler Recepti9nSeaxeh
E<\rcel Detail I Value Detail Sales De_Lail I Residential/CQmmercial Improvement Detail
Land Detail I Photographs
I TaxArea II Account Number II Parcel Number II Mill Levy I
I o84 II R008047 II 239133204013 II 68.789 I
Owner Name and Mailing Address
lsEIDER, PERRY & BETTY I
111708 SPINNAKER WAY I
IHOLL YWOOD, FL 33026 I
Legal Description
JsECT,TWN,RNG:33-7-87 SUB:CERISE I
IRANCH SUB-DIY. LOT:13 DESC: PHASE 2 I
IPRE:R111837 PRE:R007164 BK:850 I
IPG:81 BK:838 PG:205 BK:370 PG:379 I
IBK:367 PG:147 BK:185 PG:319 BK:142 I
IPG:547 BK:1291 PG:680 BK:1290 I
IPG:174 BK:1290 PG:170 BK:1290 I
lPG: 168 BK: 1290 PG: 144 BK: 1207 I
IPG:399 BK:1207 PG:396 BK:1207 I
IPG:394 BK:0606 PG:0569 BK: 1770 I
IPG:678 RECPT:691957 BK:1589 PG:562 I
IRECPT:652490 BK:1576 PG:681 I
IRECPT:649971 BK:1576 PG:677 I
IRECPT:649970 BK:1550 PG:552 I
IRECPT:643769 BK:1523 PG:60 I
IRECPT:637392 BK: 1508 PG:376 I
http://www. garcoact.com/ assessor/parcel. asp ?Parce!N umber=23913 3 2040 13 8117/2007
Parcel Detail Page 2 of4
jRECPT:634548 BK: 1245 PG:482 I
jRECPT:579298 BK: 1233 PG:546
jRECPT:573505 BK: 1222 PG:9
jRECPT:573542 BK: 1222 PG: 1
jRECPT:573541 BK:1221 PG:942
jRECPT:573540 BK:1221 PG:922 I
jRECPT:573539 BK: 1209 PG:906 I
jRECPT:570047 BK: 1209 PG:888 I
jRECPT:570046 BK:1209 PG:877 I
IRECPT:570044 BK: 1209 PG:872 I
jRECPT:570043 BK:1206 PG:248 I
jRECPT:569106 BK:1181 PG:946 I
jRECPT:561931 BK:1069 PG:76 I
jRECPT:525654 BK:1036 PG:0356 I
jBK:0867 PG:0950 BK:0867 PG:0946 I
jBK:0867 PG:0941 I
Location
I Physical Address: jj26 LARKSPUR DR CARBONDALEj
I Subdivision: IICERISE RANCH SUB-DIV. I
I Land Acres: 1!4.265 I
I Land Sq Ft: llo
I Section II Township II Range I
I 33 II 7 II 87 I
Property Tax Valuation Information
II Actual Value II Assessed Value I
I Land: II 210,000jj 60,9001
I Improvements: II Oil 0
I Total: II 210,00011 60,9001
Sale Date: 112/6/2006 .
Sale Price: /j205,000
Basic Building Characteristics
II Number of Residential! II
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Parcel Detail
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I
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Buildings: J 0
Number of Comm!lnd lo
Buildings:
No Building Records Found
Tax Information
Tax Year II Transaction Type
2006 II Tax Payment: Second Half
2006 II Tax Payment: First Half
2006 TaiAmount
2005 Tax Refund
2005 Tax Abatement
2005 Tax Payment: Whole
2005 Tax Amount
2004 II Tax Payment: Whole
2004 II Tax Amount
2003 II Interest Payment
2003 II Interest Charge
2003 II Tax Payment: Whole
2003 II Tax Abatement
. 2003 II Tax Amount
2002 II Interest Payment
2002 II Interest Charge
2002 II Tax Payment: Whole
2002 II Tax Amount
2001 II Tax Payment: Whole
2001 II Tax Amount
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II Amount I
II ($1,383.34)1
II ($1,383.34)1
II $2,766.681
II $147.581
II ($147.58)1
II ($2,881.12)1
II $2,881.121
II ($1,365.60)1
II $1,365.601
II ($10.66)1 1
"
II $10.661
($1,065.99)1
($120.47)1
$1,186.46
($30.70)
II $30.701
II ($767.44)1
II $767.441
II ($10.44)1
II $10.441
Assessor Database Search Options I IJeJ\surer Database Se<rrcl:!_Qptions
Clerk & Recorder Database Searc_h_Qptions
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The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain
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