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GARFIELD COUNTY BUILDING PERMIT APP LICATION
108 8"' Street, Suite 401, Glenwood Springs, CO 81601
• Phone: 970-945-8212-/ Fax: 970-384-3470 / Inspection Line: 970-384-5003
Permit No: / OOn'. Parcel/Schedule No: 23R is 3 n -49 —05
0301 l'2• (� ��rli v�ill`. I ', l nl t.° F71�=`s.c((,3<iOdr
,1N A
Lot No:
sci_ekkAx
r�,
(,
Block No: F
Addr. ,s C
9 R l ,�
Subd. / Exemption:
..at'
Pr
ta7
2
O�:<<7
Ji` r Y L
4
Architect/Engi eer: Nu. LY : '
MI& o 1C -LI, ,,
q. Ft. of Building: -
51
Address: . Ll' 81Bp
Z%65 :. = .; /
Ph:
70 '2 -5 a
.r
Sq. Ft. of LotsG-G,..
..y_.,,
201 i ca ' ,•,
Height:
27 ft
•
A It L 6ii,
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7
_
Describe_�_._._
Work:. ..��..�.rs,...�.�-
8
Class of Work: e ❑ Alteration o Remove
❑ Addition ❑ Move
9
10
Garage: ❑ Sin. -
❑ ouble
Carport: ❑ Single
g
❑ Double
o Driveway Permit ❑ On -Site Sewage
Disposal
❑ Site Plan
.5 , :La
11
Valuation o+Work: $
Adjusted Valuations: it )A pi w �b
p�,
12
Special Conditions:
NOTICE
A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND
ISSUED BY THE STATE OF COLORADO.
THIS PERMIT BECOMES NULL AND VOID IFWORK ORCONSTRUCTION
AUTFIORIZED IS NOT COMMENCED WITHLN 180 DAYS,
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED
PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED
APPLICATION AND KNOW THE SAME TO BE TRUE AND
PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK
COMPLLIED WITHIN WHETHER SPECIFIED HEREIN
GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE
TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER
LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE
OF CON • UCTION.
__re..C-)--l3
-
MUST BE
OR. IF
FOR A
COMMENCED.2�j�✓
THIS
CORRECT. ALL
WILL BE
OR NOT. THE
AUTHORITY
STATE OR
0,
Plan Check Fee:
1 3 J
Permit Fee:
19 0 57 —
Total Fee: "\
2-9
Dated Permit Issued:
GCC Group:7
lf-
Const. Type:
Zoning:
Setbacks:
Manu. Home:
to
LLL
ISDS No. & Fee:
SIGNATU' 9 r , j
//�nr/ 077 /I w
U. ,s..„„6„ ...
DATE
d
.fr• I e /
BLDG D" PLNG. D' •
APPROVAL/DATE APPROVAL/DATE
AGREEMENT
PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT
THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT.
IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND
USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN LN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES
THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION. AND USE OF THE
ABOVE DESCRIBED STRUCTURE. THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME
NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS. SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE 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 WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF
THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE
AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIE DY GARFIELD COUNTY FOR ERRORS. OMISSIONS OR DISCREPENCIES. THE RESPONSI
BILITY FOR THESE ITEMS AND IMPLEMENTATION DURI ' CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT. DESIGNER, BUILDER,
AND OWNER. COMMENTS ARE INTENDED TO BE CO RVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST. � /�
tt (SSD' I HEREBY ACKNOWLEDGE TI • I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): tWp j • 1/
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, and/or 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
(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
PREMISES UNTIL ABOVE CONDITIONS ARE MET.
I understand and agree to abide by the above conditions for occupanc use d the issuance of a
Certificate of Occupancy for the dwelling under building permit # pb 0 6 0
1/13/06
Signature Date
Bpapplicationfeb 2006
VALUATION/FEE DETERMINATION
Applicant S? R /CCC
/�,," SabdivisionGR/9€ 4 1. . -Pkv
Address ! A � �¢/Lkse:u,? Lot/Block / S�
Contractor 1AA-I(C JL C6,„,&4_,
Date t117(ob
Finished (Livable Area):
Main /7 78 A' 71 (` :
Upper
Lower
Other
Total Square Feet
Valuation
1I 'PI
Basement: /If X 1 y&f _ q/ / /c17 S—
Unfinished
Conversion of Unfinished to Finished
Plan Check Fee for Conversion
Wegaftar Valuation
p5G A) G-32- ={6 a/�Sos°'z
Garage: 559 xi 8a= fig06 zo
Valuation
Crawl Space:
Valuation
Decks/Patios:
Covered) 7,57 ,24O° P�/7Q f6
Open
Valuation
Total Valuation
in S$ /
GARFIELD COUNTY BUILDING AND PLANNING
970-945-8212
MINIMUM APPLICATION REQUIREMENTS
For
SINGLE FAMILY DWELLING CONSTRUCTI
Including
NEW CONSTRUCTION 0
ADDITIONS
ALTERATIONS
And
MOVED BUILDINGS
In order to understand the scope of the work intended under a permit application and expedite the
issuance of a permit it is important that complete information be provided. When reviewing a plan
and it's discovered that required information has not been provided by the applicant, this will result
in the delay of the pe„ nit issuance and in proceeding with building construction. The owner or
contractor shall be required to provide this information before the plan review can proceed. Other
plans that are in line for review may be given attention before the new information maybe reviewed
after it has been provided to the Building Department.
Please review this document to determine if you have enough information to design your
project and provide adequate information to facilitate a plan review. Also, please consider
using a design professional for assistance in your design and a construction professional for
construction of your project. Any project with more than ten (10) occupants requires the plans
to be sealed by a Colorado Registered Design Professional.
To provide for a more understandable plan in order to determine 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 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 schedulil 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.
Is a site plan included that identifies the location of the proposed structure or addition and
distances to the property lines from each corner of the proposed structure(s) prepared by a
licensed surveyor and has the surveyors signature and professional stamp on the drawing?
Properties with slopes 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
with}n-'the envelope.
Iso%
2. Does the site plan also include any other buildings on the property, setback easements and
utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution
if the property you are applying for a building permit on is located on a comer lot. Special
setbacks do apply.
Yes
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 lC
2
4. Does the site plan indicate the location and direction of the County or private road accessing
the property?
Yep
Do the plans include a foundation plan indicating the size, location and spacing of all
reinfp, icing steel in accordance with the IRC or per stamped engineered design?
sf
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?
es
7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist
spaces and soffits?
YeP
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?
9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof
const}uction?
LZ;
10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling
joists, oof rafters or joists or trusses?
11. Does the building section drawing or other detail include the method of positive connection of
all columns and beams?
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 flat roof? (Building height measurement usually not to exceed 25 feet)
13. Does the plan include any stove or zero clearance fireplace planned for installation including
make and model and Colorado Phase II certifications or phase II EPA certification?
Yes (NO
3
14. Does the plan include a masonry fireplace including a fireplace section indicating design to
cornly with the IRC?
Yes No
15. Does the plan include a window schedule or other verification that egress/rescue windows
fro sleeping rooms and/or basements comply with the requirements of the IRC?
No
16. Does the plan include a window schedule or other verification that windows provide natural
ligh /and ventilation for all habitable rooms?
No
17. Do the plans indicate the location of glazing subject to human impact such as glass doors,
glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as
a waling surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures
and/specify safety glazing for these areas?
No
18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters
indicated on the plan?
Yes No
19. Do you understand that if you are building on a parcel of land created by the exemption
process or the subdivision process, are building plans in compliance with all plat notes and/or
covenants?
X_'e 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 wi • out it.
Yes No
21. Will this -be the only residential structure on the parcel?
XeS'? No If no -Explain:
22. Have two (2) complete sets of construction drawings been submitted with the application?
Yles•..
23. Do you understand that the minimum dimension a home can be on a lot is 20ft.wide and 20ft.
lonj? —
des' No
4
24. Have you designed or had this plan designed while considering building and other
constr�u'tion code requirements?
No
25. Do your plans comply with all zoning rules and regulations in the County related to your
prope t ies zone district?
No
26. Does the plan accurately indicate what you intend to construct and what will receive a final
inspp6ion by the Garfield County Building Department?
No
27. Do you/understand that approval for design and/or construction changes are required prior to
the application of these changes?
ty�/ No
28. 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
buildjng permit?
No
29. 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, No
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
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?
es 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?
Vis` No
33. Are you aware that prior to submittal of a building permit application you are required to
show proof of a driveway access permit or obtain a statement from the Garfield County Road
& Bridge Department stating one is not necessary? You can contact the Road & Bridge
rment at 625-8601.
No
34. Do you understand that you will be required to hire a State of Colorado Licensed Electrician
and Plumber to perform installations and hookups, unless you as the homeowner are
performing the work? The license number of the person performing the work will be
required at time of applicable inspection.
No
35. Are you aware, that on the front of the Building Permit Application you will need to fill in
the ParcelS Number for the lot you are applying for this permit on prior to submittal
of a building permit application? Your attention in this is appreciated.
le No
36. Do you know that the local'fire district may require you to submit plans for their review of
fire safety issues? s' No (please check with the
building department about this requirement)
37. Do you u/nderstand 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/
I hereby acknowledge that I have read, understand and answered these questions to the
best of my ability.
Signature of Owner
Phone:
Project Name: /-t
(days);
Date
(evenings)
Project Address: ,p.r 1a -' (ori
Notes: If you have answered "No" on any of the questions, you may be required to provide this
information at the request of the Building Official prior to beginning the plan review process. Delays
in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. If
it is determined by the Building Official that additional information is necessary to review the
application and plans to determine minimum compliance with the adopted codes, the application
6
may be placed behind more recent applications for building permits in the review process and not
reviewed until required information has been provided and the application rotates again to first
position for review, delay in issuance of the permit or delay in proceeding with construction.
BpminregFeb2005
7
GARFIELD COUNTY
BUILDING REQUIREMENTS
Codes: 2003 IRC, IBC, IFGC,. IMC, IPC,
Setbacks: 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 oar 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-layment required.
Mean Annual temp.: Variable
Insulation: Maximum glazing U factor: 0.50
Minimum R -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.
• Basement wall R-values are R-10 below
grade, R-l9 above grade.
■ Slab perimeter R-value and depth is R
10/36in.
• Crawl space wall R-values are R-I0 below
grade and R-19 above grade
If floors over crawl 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. Take precautions to protect plumbing in these
areas.
Sent 0y: Lueck De
cn Studio, Inc.; 970-927 87
cerise ranch design review
board
To:
From:
cc;
Date:
Re:
Via.
Sep -:5 -Oa 10:25AM; Page 1/1
Hill LUeck. -- Mountain Contemporary Architects Inc.
terri-Ann Oiandornenico
Jeff Spaniel, Art Kleinstein, Cerise Ranch POA, File
7S-31-06
Cerise Ranch Lot x115
US Mail
m
>randurm
W Inlergreen Homes, IL
40801 US Highway 6 Suite 2C
PO Bas 15.
Avon Colorado 81610
970/949-41'
Fox: 970/949-9940
thank you for your submittal. We have reviewed your submittal pockoge, drawings, cotal*
sheets, and Colors. All hove been reviewed and oppioved for permitting.
We have enclo.sed'a stamped `reviewed" set for your files in two separate packages and have�,
also included the previous sets. We are keeping one original stamped for our tiles and one {s
forwarded to the POA.
During construction please keep in mind the following items:
4.3.5 Vehicles and Poking
Vehicles tor use during construction activities shall conform to oil provisions of the Covenants and
Garfield County requirements_ Vehicles or construction equipment shall not be stored on site. Perking 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 Constrtiction Equipment, Materials. Trash and Dogs
temporary plueernent of construction equipment on site will he allowed, however storage of construct)
equipment beyond the duration of need for sucn equipment to be on site shall be prohibited. Tempora
storage of building materials on site sheltie allowed in the approved temporary staging area the site sh I:
Pekept free of conitrLcllon debris at all times, Temporary placement of debris on site shall be contained
within a dumps:ter located in hie approved staging area. Dogs and outdoor radios shall not be allowed ar
the construchen site at any time,
4.3.7 Dust, Noise and Hours cf Construction •
The Contractor shall take precautions as necessary to abate dust generation due to construction ac!ivlii�ls
of all times - there will be zero tolerance for fugitive dust, the Contractor shall Coke precautions 4s
necessary to abate a cessive noise generation at all times. The use --of enplosives on the construction site s
prohibited, If required, use of driven steel foundation piles shall be subject to approval by the DR3 piior 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 s
secured for extended or weekend hours.
It further information is required. please do riot hesitate to contact tern -Ann Giandomenica (9/
376-2263.
Mountain Contemporary Architects
2555 West Soprls Creek Road
Basalt CO 81621
(970) 927-8731
this docurnenf.may contain PPiIVItEGED and/or C N MBA;, information intended ONLY for the use t
the specific individual or entity named above. If yov are not the intended recipient, you are here
notified that any unauthorized dissemination or cooying of this document or the information contained in t
is strictly prohibited. If you have received this document in error, gledse notify the sender at once b
telephone and return the original document to the above address via the US Postal Service. Thank you.
• 7/1
II 1'; 06 01:49p
Jordan Sarick
714 -> k •- •n ' • • n• P nel
970-925-2714
EASTWOOD DEVELOPMENTS INC.
To Whom It May Concern:
Please accept this letter as authorization that Mountain Contemporary Architects is the
designated agent for Eastwood Developments Inc.
p.1
Mountain Contempoary Arhictects is authorized to apply for a building permit for the
East -wood Developments at Cerise Ranch and to act as Eastwood Developments agent for
any and all correspondence, questions, or issues that may arise during the project.
Should you have any additional questions or concerns, please contact me at the address
noted below or at: 416-986-3005 (cell).
Thank you,,
Jordan Sarick
EASTWOOD DEVELOPMENTS INC. • THELON RIVER ENTERPRISES INC.
305 - 95 Barber Greene Road, Toronto, ON M3C 3E9
Phone 416-445-9920 Fax 416-445-9927
PLAN REVIEW CHECKLIST
Applicancia,C,IR
Building
Engineered Foundation
Driveway Permit
Surveyed Site Plan
Septic Permit and Setbacks
Grade/Topography 30%
Attach Residential Plan Review List
Minimum Application Questionnaire
Subdivision Plat Notes
Fire Department Review
Valuation Determination/Fees
Red Line Plans/Stamps/Sticker
Attach Conditions
Application Signed
Plan Reviewer To Sign Application
Parcel/Schedule No.
40# Snowload Letter- Manf Hms
GENERAL NOTES:
Date
Planning/Z c fling
Property Line Setbacks
30ft Stream Setbacks
Flood Plain
Bu' ding Height
Zoning Sign -off
oad Impact Fees
HOA/DRC Approval
Grade/Topography 40%
Planning Issues
Subdivision Plat Notes
Assessor's Parcel No
a
a
O
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9
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N! O O O C O O i ca
(!) on u_ LLC3rcLL SCC00
44&
INSPECTION WILL NOT BE MADE UNLESS
THIS CARD IS POSTED ON THE JOB
24 HOURS NOTICE REQUIRED FOR INSPECTIONS
qe-
BUILDING PERMIT
GARFIELD COUNTY, COLORADO
Date Issued.J.(Pi Zoned Area Permit No..��
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 this permit is granted, anti 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 EDIATELY BECOME NU
Use
LL AND VOID.
P
Addressor Legal Drtiscnptwn r ,S t. k
Owne(t. l -r Contrac o
Setbacks Front Side Side Rear
This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection.
THIS PERMIT IS NOT TRANSFERABLE
For Inspections Call 384-5003 108 8th Street Glenwood Springs, Colorado
APPROVEDDO NOT DESTROY THIS CARD
Da
-R
COV R H CLEAR PLASTIC
INSPECTION RECORD
Footing _30_06/�ja,
Driveway
Foundation -rot/
Underground Plumbing /2 -a9 -o6- /
Insulation Mite-°4rk ,r6a.w p""P' mw^
t°i o ic. . It -tl-o
Rough Plumbing S 3a.o>>
Drywall /
Chimney & Vent S go,07 -
Electric Final (by State Inspector)
Final 9-/6-o2s 9nrre%%/7 r>.rt
as Plpmg o 'SOS
Electric Rough (By State Ins 1'anill
Septic Final /✓Gild__
FramingS-3/•a7 ,2
(To include Roof in place and Windows
and Doors installed).
Note ✓ :, z „ . �,
61-G�"�—
�.,t- w*jc- 4-0 ..gt, /" -;)-61-6
4r - � - �: /-1?-07.907Q
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 Call 384-5003 108 8th Street Glenwood Springs, Colorado
APPROVEDDO NOT DESTROY THIS CARD
Da
-R
COV R H CLEAR PLASTIC
n—r txrC
WORTH -RAW LAK GEOTECHNICAL
Herworai).nowouC
5020 Ccanry Road
Glenwood Spdziga, C.-, oi,
'Phone. 970-94S-7988 "
Fag: 970-9q5,8454
email: hrigti 2i\pacarvch.c..n.
SUBSOIL STUDY
FOR FOUIVDATION DESIGN
PROPOSED RESIDENCE
LOT 15, CERISE RANCH
GARFIELD COUNTY, COLORAIA(
JOB "NO. 106 0474
JULY 10, 2006
'PREPARED FOR:
WALKER CONSTRUCTION
ATTN: IAN WALKER
600 E. HOPKINS AVENUE, SUITE 203
ASPEN, COLORADO 81611
Parker 303.841.7119 ® Colorado Springs 719633-5562 * Silvertltca e 970-4684939
P.02/16
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TABLE OF CONTENTS
PURPOSE AND SCOPE OF STUDY
PROPOSED CONSTRUCTION
SITE CONDITIONS 2 -
SUB `.S TDEN CE POTENTIAL
FIELD EXPLORATION
SUBSURFACE CONDITIONS
FOUNDATION BEARING CONDITIONS
DESIGN RECOMMENDATIONS - 4 -
FOUNDATIONS.. - 4
FOUNDATION AND RETAINING WALLS - 5 -
FLOOR SLABS - h -
1ThDERDRAIN SYSTEM - 7 -
SURFACEDRAI_NAGE- S
LIMITATIONS
FIGURE I - 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
-8-
YUi.-'ii-2000 1:3 39 It GEO TECH
PC
is
SCOPE OF STUDY
Toi; terror present the result ofa subsoil study for r. proposed residence to to?eluted al
Lai}+, Cerise Ranch, Larkspur Dr e, Garfield County, Colorado. 'Mc prof, site is
shown on Figure 1. The purpose of the study was to develop recont.mendarii'is fir the
foundation design. The itudy was conducted in accordance with our agreed. nt or
geotechnical engineering services to Walker Construction dated NI ay 15, 20)
A ricid exploration program consisting of exploratory borings was eonduc:x. +o obtain
information on the subsurface conditions. Samples of the subsoils obtained dining the
flekt ,cxpioration were tested in the laboratory to determine their .classification,
compressibility or swell and other engineering characteristics. The results of `the t eld
exploration and laboratory testing were analyzed to develop recommendations for
foundation types, depths and allowable pressures for the proposed building foncriatim.
This report summarizes the data obtained during this study and presents ow colletusions,
design recommendations and other geotechnical engineering considerations ;,sed on the
proposed constriction and the subsurface conditions encountered.
PROPOSED CO%STRUCTION
The proposed residence will be a one story, wood ti'amo structure over a wsjk. rut
ba. anent level with ar attached garage located roughly in the arcs of the exploratory
bot rigs shown on Figure 1. 3asein nt. and garage floors will be slab -on -grade. We
understand that cut depths for the walkout basement level arc planned to tic op to about
10 to 12 feet. We assume relatively light foundation loadings. typical cif thic proposed
typo of u,nstructiaa.
If Mii iding loadings, location or grading plans change significantly frail those described
abcvc, we should be notified to re-evaluate the recommendations contained in this report.
•
Jolt. N.•. tuG 0474
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SITE CONDPTIONS
1-1.05/1
Lot 15 was vacant at the time of our field exploration and is located on the south side of
Larkspur Drive. The ground surface in the proposed building area is relatively flat with a
gentle slope down to the south. An abandoned irrigation ditch crosses the lot at the north
(uphill) side of the building envelope and an active ditch is located just below the
building envelope. The downhill ditch was flowing at the time of our field exploration.
Vegetation consists of grass and weeds. Eagle Valley Evaporite is visible on the valley
hillside to the north.
SUBSIDENCE, POTENTIAL
Bedrock of the Pennsylvanian age Eagle Valley Evaporite underlies the Cerise Ranch.
Si.hdivision. These rocks are a sequence of gypsiferous shale, fine-grained sandstone and
sill: tune 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 ,lot. Dissolution of the gypsum under certain conditions can cause sinkholes to
develop and can produce areas of localized subsidence. During previous wok in. the area;
several sinkholes were observed scattered throughout the Cerise Ranch. Subdivision,
Thesesinkholes appear similar to others associated with the Eagle Valley Evaporite in
areas of the Roaring Fork River valley.
Sinkholes we
ot.observed in the immediate arca of the subject lot. No e idence of
cavities was encountered in the subsurface materials; however, the exploratory borings
w e relatively shallow, for foundation design only. Based on our present knowledge of
the subsurface conditions at the site, it cannot he said for certain that sinkholes will not
dev ,lop. The risk of future ground subsidence on Lot,15 throughout the service life of
the proposed residence, in our opinion, is low; however, the owner should he made aware
�f 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 0474
JUL-i.1-d0k1b 15:5`-) H -P UEOTEC:H
FIELD EXPLORATION
The field exploration for the project was conducted on June 15 and 16, 7006. Two.
exploratory borings were drilled at the locations shown on Figure } to e.vahiate the
subsurface conditions. The borings were advanced with 4 inch diameter conti, cuous flight
augers powered by a truck -mounted CME -45B drill rig. The borings were logged by a
representative of Hepworth.Pawlak Geotechnical, Inc.
Samples of the subsoils were taken with 1% inch and 2 inch I:I) spoon santpl.vis . The
samplers were driven into the subsoils at various depths with blows from. a 140 pound
hammer falling 30 inches. This. test is similar to the standard penetration test, described
by
ASTM Method D-1586. The penetration resistance values are an itid cai:i n 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 COND.
:a1S
Graphic logs of the subsurface conditions encountered at the site are shown lin Figure 2.
Tl:t subsoils, below about one foot of topsoil, consist of mainly sandy silty clay with
scattered *ravel at Bering 1 overlying silty sandy gravel at a. depth of 32. fee in. Boring I
and 2.2 feet in Boring 2. The clay soils are stiff to soft with depth,
• Laboratory testing perfotrned cm samples obtained Eotn the borings included. natural
moisture content, density and percent finer than No 200 sieve size (silt and clay fraction)
gradation analysis. Results cif swell -consolidation testing performed on relatively
undisturbed drive samples of the clay soils, presented on Figures 4 regi% 5, generally
indicate low to moderate compressibility under conditions of loading and wet`ing. The
sun pie from Boring 2 at 3 feet showed a minor expansion potential aper witting. The
laboratory testing is summarized in Table 1.
job Nc. i06 0474
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J Ui= 11—euco 1.i+.57 t-1-1" Ut.0 I tLH
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H.07 1C
Frei water was encountered in the borings at depths of 19 feet i., Boring 1 and i 0 feet in
Boring 2 when checked on June 28, 2006. The upper sandy silty day soils were typically
moist.
FOUNDATION BEARING CONDITI ",
Based on the subsoil conditions encountered in the borings; e spread footing; ibundation
bearing on the upper sandy silty clay soils appears feasible with some risk of settlement.
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 lava settlement
risk.. We should be contacted if a deep foundation is proposed.
DESIGN RECOMMENDATIONS
FOUNDATIONS
Considering the subsurface conditions encountered in the exploratory hntings and the
nature of the proposed construction, we recommend the building be founded With spread
("Owings bearing on the upper natural soils.
The design and construction criteria presented below should be observed for a:sptead
footing foundation system.
1) Footings placed on the undisturbed natural sandy silty clay soils s)mid be
designed for an allowable bearing pressure of 1,200 psf. Based on
experience, we expect settlement of footings desig teoi and constructed as
discussed in this section will be up to about 1 to I inches.
2) The footings should have a minimum width of 18 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 hearing elevation for frost.t rotection.
Job No. 106 0474
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. Placement of foundations at least 36 inches below exterior ; made i5
typically used in this area..
4) • Continuous foundation walls should he reinforced top and bcntom to span
local anomalies such as by assuming an unsupported length of at least 12
feet. Foundation walls acting as retaining structures should also be
designed to resist a lateral earth pressure as discussed below in
"Foundation and Retaining Walls".
7} All topsoil and any loose or disturbed soils should be removed and the
footing beating level extended down to the natural undisturbed soils. The
exposed soils in footing area should then he lightly compacted. If water
seepage is encountered, we should be contacted for evaluation. sand
additional recommendations.
6) A representative of the geotechnical engineer should observe' all footing
excavations prior to concrete placement to evaluate bearing conditions.
FOUNDATION AND RETAMING WALLS
Y. k3b lb
Foundation walls and retaining structures which are laterally supported and. car. he
expected to undergo only a slight amount of deflection should he designed for a lateral
ea ih. pressure computed on the basis of an equivalent fluid unit weight of at leastt 55 pef
for backfill consisting of the on-site fine-grained soils. Cantilevered retaining structures
which are separate from the building and can be expected to deflect sufficiently to
m6hiiize 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
backlit] consisting of the on-site fine-grained soils. •
All foundation and retaining structures should he designed for appropriate hydrostatic and
surcharge pressures such as adjacent footings, traffic, construction materials. and
equipment. The pressures reconunended above assume drained conditions behind the
walls and a horizontal backfill surface. The buildup of water behind a wall:or an upward
sloping back:Fll surface will increase the lateral pressure imposed 01) a foundation wall or
Job No. 106 0474
J VL'1l"GG✓JC 1J•4V'
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retaining structure. An and
buildup behind walls.
ain should be provided to prevent hydrostatic pressure
N. 41`7/li
iiacitfill should be placed in uniform lifts and compacted to at least. 90% of me maximum
standard Proctor density ata moisture content near optimum. Backfill :n pavement and
walkway areas should he compacted to at least 95% of the maximum standard Proctor
densiry. Care should be taken not to overcompact the backfill; or use large equipment
neat` 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 wail 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 of 0.35. Passive pressure of convected
badl_fill against the sides of the footings can be calculated using an equivalent fluid unit
weight of 300 pct. The coefficient of friction and passive pressure values recommended.
aho',c assume ultimate soil strength. Suitable factors of safety should be inciluded in the
design .o limit the strain which will occur at. the ultimate.strength, particularly in the case
of pass: ve resistance. Fill placed against the sides of the footings to resist lateral loads
should ! c compacted to at least 95% of the maximum standard Proctor density at a.
moisture content near optimum.
FLOOR i LA.B S •
The nature on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab -
on -grade construction with some risk of differential settlement. To reduce the effee•ts of
some differ.mtial movement, floorslabs should be separated from all bearing walls and
columns with expansion joints which allow unrestrained vertical movement,; Floor slab
control joint:, should be used to reduce damage clue to shrinkage cracking., The
requirements for faint spacing and slab reinforcement should he established by the
.:106.474
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dca:irtter based bit experience and the intended slab use. A m. aimum 4 inca. layer of free
dra xiing gravel should be placed beneath basement slabs!to facilitate drainage. This
material should consist o minas 2 inch aggregate with at least 50% retained on ihe No.
stove and less than 2% passing the No. 200 sieve.
Ali fill materials for sucnort c'f floor slabs should be compacted to at least ',15% of
maximum standard Proctcrd.ei:sity at a moisture content near optimum. Required fill cad
consist o:fthe on-site soils devoid of vegetation, topsoil and oversized rock. Highly moist
soils could require drying before reuse as structural fill.
DRAIN SYSTEM
Although free water was mcountered in the borings below proposed ex_cravatihra depths., it
hi:s been ow experience -lit the area :hat the groundwater level can rise and local perched
groundwater can develop during timer of heavy precipitation, :irrigation seassou or
seasonal runoff. Frozen ground daring spring runoff can create a parched condition. We
recommend below -grade emstxuciion, such as retaining walls, cra.wlspace anal basement
areal. be protected from wiling and hydrostatic pressure buildup by an underdrain.
system,
The drains should consist of drainpipe pt aced in lite bottom of the wall backlit'.
surrounded above the invert level with free -draining l: muiarmaterial. The.drain slx<tzl.�',
be placed at each level of excavation and at least 1 foot h ow lowest adjacent finish
grade and sloped at a minimum 1% o a suitable gravity outlet it sump and' primp. Fru: -
draining gzanular material Used in the anderdrsin system should Contain lessl:han 2%
passing the No. 200 sieve, less than 50% passing the No, 4 sieve illi have a ma:;rwarn
size of 2 inches. 'the drab, an..svel backfill should be at least l % re't1 dee?. An
impervious membrane, su.:, a'. 20 or 30 mil PVC liner, should be placed beiaw the drain
gravel and attached to the ft a Ldation wall with mastic.
Job Tio (06 0474
JUL -11-200E, '1341 H -P GEOrECH
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SURFACE DRAINAGE
Tb following drainage precautions should be observed during constructior at d
maintained at all times after the residence has been completed:
1) Inundation of the foundation excavations and undersish are.. • should ,e
avoided -during construction.
>) 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 m axitnt3Ll standard
Proctor density in landscape areas.
3) The ground surface surrounding the exterior of the building; sl lsu ill be
sloped to drain away from the foundation in all directions. We
recommend a minimum slope of 6 inches in the first 10 fc-ct trt turpaved
areas and -a minimum slope of inches in the first 10 feet in ,paved areas.
Free -draining wall backfill should be capped with about'; feet' of the (3n-
site soils to reduce surface -water infiltration.
4t Roof down.spouts and drains should discharge well beyond the limits of all
backfill.
5) Sprinkler heads and landscaping which requires regular heavy'.in gatton,
such as sod, should be located at least 5 feet from foundation walls.
LIMITATIONS
This to d) has been, conducted in accordance with. generally accepted geotechnical
e°n inee ing principles and practices in this area. at this time. We make no warranty either
express-: r implied. The conclusions and recommendations submitted. in. this report are
based upi n the data obtained from the exploratory borings drilled at the locations
indieateci 0 Figure 1, the proposed type of construction and our experience in the area.
Our seri ces do not include determining the presence, prevention or possibility : f mold or
other bio ogica& contaminants (MOBC) developing in the future. if the dieut is
Job 'No. 7 Of )474
G PtecJ
1:. 1i
JUL-11-20Nb 13 41 H -F GEOTECH
concerned about MOBC, then a professional in this special field ofprlctice should be
consulted. Our 'findings include interpolation and extrapolation of the .ub ;'t.< itee
condition. identified at the exploratory borings and variations in the saosurfac,e
conditions, may not become evident until excavation is performed. U' conditions
er:cou'nterad during construction appear different from those described in this report, we
should be notified so that re-evaluation of the recommendations may be mace,
F.12/1E
This rept rt has been prepared for the exclusive use by our client for design' lxn.Troses. We
are not.r,zsponsible for technical interpretations by others of our inforr:zation. As the
T ro ect i,volves; we should provide continued consultation and field services dari :g
consnv:cion to review and monitor the implementation of our recornumndrtlon.s, and to
verify that the recommendations have been appropriately interpreted. •Sign iicant. design
cl•nm e:; may require additional analysis or modifications to the rccommeztdati:xls
present ed herein. We recommend on-site observation of excavations and foundation
bearing: strata and testing of structural till by a representative of the geotechnical
ens ine xr.
R.espec dully Submitted,
HEPV, ORM- PAWLAK GEQTEC;`1-INICAL, INC:
. Reviewed by:
• Steven L. Pawlak, P.E.
TLI/itsw
Jot: Ain, 156 0474
JUL -11-dUOU 141
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P.13/15
LOCATION OF EXPLORATORY BORINGS FIGURE 1
JUL-A1-e1UUb 1...514e
6375 r--
6375
H—P
BORING 1
ELEV.-6374'
6370
/12
18/12
6365
/12
11I ECH
BORING 2
ELEV.-6363'
636G
13/12
W ;=10.7
oD='i 19
6355
1/12
6350
6345
7/12
6340
6335
10/12
WC=11.0
D0=110
-200x68
8/12
WC=14.0
00110
4/12
Note: Explanation of symbols is shown or Figure 3,
6375
6370
6365
6360
6355
6350
6345
6340
P.14/16
C)
106 0474
LOGS OF EXPLORATORY BORINGS
JUL 4!"cCC✓JO 1J 4G
LEGEND:
TOPSOld.silty clay, soft. slightly moist to moist, dark brown, organic.
CLAY (CL); silty, slightly sandy to sandy, with scattered gravel at Boring 1, medium stiff io stiff -ant,) slightly moist
' to medium stiff to soft and very moist to wet with depth, brown to light brown. Low piastic'ity.
GRAVEL (CSN); silty,- sandy, with cobbles, dense, wet, brown.
n r utu i tun
Relatively undisturbed drive sample; 2 -inch I.D. California liner sample.
Drive sample: standard penetration test (SP1), 1 3/6 inch I.D. split spoon sample, ASTM 0-1536
Drive sample blow count; indicates that 11 blows of 140 pound hammer falling 30 inches were required to drive
1/12 the California or SPT sampler 12 inches.
,13 Depth to tee water and number of days following drilling that rneasrurement was taken_.
Depth at which boring had caved when measured on June 28, 2006.
NOTES:
1. Exploratory boring's were drilled on June 15 and 16, 2006 with 4 -inch diameter continuous flight power auger.
2. Locations of exploratory borings were measured approximately by pacing from building envelop&)corners shown on
Figure 1. •
3, Elevations of exploratory borings were obtained by interpolation between contours shown on Figure 1.
4. The explorator/ boring locations and elevations should be considered accurate only to the degres implied by the
•
method used.
5. The lines bet e,On materials shown on the exploratory boring logs represent the approximate boundaries between
material types ant transitions may be. gradual.
6. `water level readings shown on the logs were made at the time and under the conditions indicated. Fluctuations 'n
water level may occur with time.
;. Laboratbty Testing Results:
VyC = Water Content (Pc, )
DC = Dry Density ( , •` )
-200 = Percent'ppssing No. 200 sieve
%1B
J l4_-1A-4tX'b 1.5'44
(y- iatll : Gt-t1
V. 1b/1U
Moisture Content = 10.7 -en
Dry Density „_ 119 pot
Sample of: Sandy Silty Ciay with Gravel
From: Bori 1a 1 a.115 Fee. •
40 fiiovement
upon wetting
10 10
APPLIED PRESSURE (kst)
00
Moisture Content _: 11,0
Dry Density = 110
Sample of: Slight)/ Sandy Silty Clay
From: Boring 2 al 3 Feet
Pe'ae
0
0
0
C?
Expan
upo
weld
106 0474
1 0 10
APPLIED PRESSURE kst )
HF:,rw0RTEWAVVLAKGE07ECHNICa';
100
SWELL -CONSOLIDATION TEST R[SJ
Moisture Content 14.0 percent
Dry Density = 110 pot I
Sample ot: Sandy Silty Clay
Froni: Boring 2 at 5 Feet
No movement
upon wetting
6 0474
iEPWORTHfAwLA GEcntCHNiCA
SWELL -CONSOLIDATION TEST RESULTS
FIGURE 5
H.194/16
J UL-11-ck1b 1.,5i6U H -H ULIJILLH
PURPOSE AND SCOPE OF STUDY
This repot presents the results of a subsoil study fora proposed residence to :le located at
Lot15, Cerise Rauch, Larkspur Drive, Garfield County, Colorado: The proiciit site is
shown. on Figure 1. The purpose of the study was to develop recoun.mendatit is fir the
foundation design. The study was conducted in accordance with ow ngrecnr:tit for
gedtcelmicai engineering services to Walker Construction dated May 16, 20'
A field exploration program consisting of exploratory borings was conductex• to obtain
information on the subsurface conditions. Siunples of the subsoils obtained clUnn.g the
field exploration were tested in the laboratory to determine their clessificati On,
compressibility or swell and other engineering, characteristics. The results Of the f eld
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,
desikin recommendations and other geotechnical engineering considerations based on the
proposed construction and the subsurface conditions encountered.
PROPOSED CONSTRUCTION
The proposed residence will be a one story, wood iteme structure over a walk, mi
basement level with an attached garage located roughly in the arca of the exploratory
borings shown on Figure i. Basement and garage floors will be slab -on -grade. We
understand that cut depths for the walkout basement level arc planned to he up to about
10 to 12 feet. We assume relatively light foundation lciadings, typical of Che pmnosed
tv'De 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 iti. this report.
Job Nos 196 0476
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Inspection Report
Page 1 of 1
COLORADO STATE ELECTRICAL BOARD
INSPECTION REPORT / CORRECTION NOTICE
Date Received: 18 -DEC -07
Permit Number. 616636
Contractor/HomeOwner:
Address:
Type of Inspection:
Action:
Comments or Corrections:
No building permit card available
YOUNG SERVICES LLC
0389 Larkspur Dr.
Final
Accepted
Inspectors Name: Robert Fuller
Phone Number: 970 625-4561 Date: 18 -DEC -07
COLORADO STATE ELECTRICAL BOARD
DEPARTMENT OF REGULATORY AGENCIES
1580 Logan St. Suite 550
Denver, Colorado 80203-1941
Phone: (303) 894-2985
https://www.dora.state.co,us/pls/real/Ep_Web_Inspection_GUI.Process_Page 1/8/2008
Parcel Detail
Garfield County Assessor/Treasurer
Parcel Detail Information
Page 1. of 3
Assessor/Treasurer Property Search I Assessor Subset Query I Assessor Sales Search
clerk &Eggpickt,ReccptiQn Search
Basic Building Characteristics I Tax Information
Parcel Detail I Value Detail I Sales Detail I Residential/Commercial Improvement Detail
Land Detail I Photographs
Tax Area
Account Number
Parcel Number
Mill Levy
084
R008049
F2391133204015)
69.609
Owner Name and Mailing Address
PAL
SE,LRANCKLLC4
PO BOX 1530
AVON, CO 81620
Legal Description
SECT,TWN,RNG:33-7-87 gal -CERISE/
RANCaSUB-rn\i.15- ESC:- PH SEZ
, .
PRE:R111837 PRE:R007164 BK:850
PG:81 BK:838 PG:205 BK:370 PG:379
BK:367 PG:147 BK:185 PG:319 BK:142
PG:547 BK:1291 PG:680 BK:1290
PG:174 BK:1290 PG:170 BK:1290
PG:168 BK:1290 PG:144 BK:1207
PG:399 BK:1207 PG:396 BK:1207
PG:394 BK:0606 PG:0569 BK:1589
PG:562 RECPT:652490 BK:1576 PG:681
RECPT:649971 BK:1576 PG:677
RECPT:649970 BK:1550 PG:552
RECPT:643769 BK:1523 PG:60
RECPT:637392 BK:1508 PG:376
RECPT:634548 BK:1245 PG:482
http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=239133204015 7/17/2006
Parcel Detail Page 2 of 3
RECPT:579298 BK:1233 PG:546
RECPT:573505 BK:1222 PG:9
RECPT:573542 BK:1222 PG:1
RECPT:573541 BK:1221 PG:942
RECPT:573540 BK:1221 PG:922
RECPT:573539 BK:1209 PG:906
RECPT:570047 BK:1209 PG:888
RECPT:570046 BK:1209 PG:877
RECPT:570044 BK:1209 PG:872
RECPT:570043 BK:1206 PG:248
RECPT:569106 BK:1181 PG:946
RECPT:561931 BK:1069 PG:76
RECPT:525654 BK:1036 PG:0356
BK:0867 PG:0950 BK:0867 PG:0946
BK:0867 PG:0941
Location
Physical Address:
30 LARKSPUR DR CARBONDALE
Subdivision:
CERISE RANCH SUB -DIV.
Land Acres:
4.621
Land Sq Ft:
0
0
Section
Township
Range
33
7
87
Property Tax Valuation Information
Sale Date:
Sale Price:
Basic Building Characteristics
Number of Residential
Buildings:
0
http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=239133204015 7/17/2006
Actual Value
Assessed Value
Land:
138,700
40,220
Improvements:
0
0
Total:
138,700
40,220
Sale Date:
Sale Price:
Basic Building Characteristics
Number of Residential
Buildings:
0
http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=239133204015 7/17/2006