HomeMy WebLinkAboutApplication-PermitI
Garfield County
Building & Planning Department
108 8th Street, Suite #401 Glenwood Springs, Co. 81601
Offlce:970·945·8212 Fax: 970-384-3470
Inspection Line: 970-384-5003
Building Permit No.
Parcel No: 2395-014-29-290
Locality: ___ ---~---·-/ron!)_ridg~~PUD Ph. S_!c>t 290~---~---~-----------
Job Address: 1315 River Bend Way GWS
Contractor: Hansen Construction
Fees: Plan Check: $ 908.02 Septic:
----w~--··--~•··---~
Bldg Permit: RFTA: 750.00
Clerk: :lb~-~-----Date: I
n
GARFIELD COUNTY BUILDING PERMIT APPLICATION
I 08 811
l Street. Suite 40 I, Glenwood Springs. Co 8160 I
Phone: 970-945-82 I 2 I Fax: 970-384-3470 I Inspection Line: 970-384-5003
Ww\y.garfield~counly .com
: (this information is avflilable at the assessors office 970-945-9134)
All
<f.!!l!!ru:i!r· This ~pplication for a 13uilding. Pen11it must be signed by the Owner of the property. described above. or an authorized agent If the signMurc below is not that of the Owner. n scpnrmc
letter of authority. signed by the Owner. must be provided with this Application.
Legal Access. A Building Permit cannot be issued without proof of legal ~nd adequate access to the property for purposes of inspections by tl1c Building l)epmtment
Other Permits. Multiple scpllralc permits may be required: (I) State Electrical Permit. (2) County ISDS Pem1it. {3) another permit required for use on the propeny identified above. e.g. Swtc 01
Cotmty 1-fighw~y/ Road Access or a State Wastewater Discharge Permit.
Void Permit. A 8uilding Permi! becomes nttll and void if the work authorized is not commenced within ISO days of the date of issuance at\d if work is suspended or aband(med for a period or !SO
days ufler eomllleJlCCment.
Cl~RTIFICATION
I hereby certify that I have read this Application and thm the infornmtion contained above is true and correct. I understand that the Building. Dcpal'lment accepts the Appl ic(ltion. along. with the plans
and spccificmions and other data submitted by me or on my bchalf(submittals). based upon my certification as to accuracy,
Assuming completeness of the StlbmiHals and approval of this Application. a Building Permit will be issued graming permission to me. as Ow11cr. to construct the ~tructurc{s) and fhcilitics detailed \lll
the submittals revic,~cd by the Building Depa11ment.
In consideration of the issuance of the Guilding Permit. I agree that I and my agents will comply with provisions of any federal. state or local law regulating the work and the Garfield (\:llmty f3t!ilding
· ISDS rcgulmioHs and applicable hmd use regulations (County Regulation(s)). I acknowledge thm the Building Permit may be suspended or revoked. upon notice fl·omthe Cmmty. if the location.
\~ic'""<n'cl;;, """' '''"of the structurc(s) and facility(ies), described above, are not in compliance with County Rcg.ulation(s) or any other applicable law.
I hereby gmnt permission to the Building Department to enter the property, described above. to inspect the work. I fimhcr acknowledge that the issuance of the Building Permit docs not prcvcmthc
Building Official fi·om: (I) requiring the correction of c1rors in the submittals. if any. discovered after issuance: or (2) stopping construction or usc of the struc!urc(s) or facility{ics) if ~uch is in 'iol;t!ion
i 1 I law,
! and inspections of the work by the Building Departll1Cnt do not cons!ilute an acceptance of responsibility or liability by 1he Coun!y of errors. omissions
t !CSponsJbrluy for comphance w1th tcdcta! slate and local la11 sand ( ounty Rcgulauons tesl "'11h me a11d Ill\ atlthmt..:cd a gems inc!udill!' without ~~~~~1 1\ND UNDERSl AND! I!E NOTICl•:& ( F:RliFIC?f ON ABOVE
__ j_p l_z,o,( 0 --
J)A r~ \
STAFF USE ONLY
Special Conditions:
Adjust·ed Valuation: Plan Check Fee: Permit Fee: Manu home Fee: Mise Fees:
rr -~7S'D. 171,908.'2!:1-CJo8. !2Z I, '31b. 'Y KJ:fr
ISI>S Fcc: Total Fees: 9.1-~~:gfs~ Balance Ouc: UP No & Issue Oatc: IS OS No & Issued Hate:
30f54. ~.:> .• 2!1 1 l Dv?:>
Setbacks: OCC G•·oup: Const Type: Zoning: PUD
/!/::J/4--;y'z:e/ot' 2);::~ :/ZBJO%
APJ>H.OVAL OATE APPROVAL !)ATE
The following items are required by Garfield County for a final Inspection:
1) A final Electrical Inspection from the Colorado State Electrical! nspector.
2) Permanent address assigned by Garfield County Building Department and posted at the
structure and where readily visible from access road.
3) A finished roof; a lockable building; completed exterior siding; exterior doors and windows
installed; a complete kitchen with cabinets, sink with hot & cold running water, non-absorbent
kitchen floor covering, 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, hot and cold running
water, non-absorbent floors, walls finished, and privacy door.
5) Steps over three (3) risers, outside or inside must be must have handrails. Balconies and decks
over 30" high must be constructed to alllBC and IRC requirements including guardrails.
6) Outside grading completed so that water slopes away from the building;
7) Exceptions to the outside steps, decks, grading may be made upon the demonstration of
extenuating circumstances., i.e. weather. Under such circumstances A Certificate of
Occupancy may be issued conditionally.
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 (C.O.) WILL NOT BE ISSUED UNTIL ALL THE
ABOVE ITEMS I-lA VE BEEN COMPLETED.
A C.O. MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED.
OWNER CANNOT OCCUPY OR USE DWELLING UNTIL A 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 occupancy, use and the issuance of a
C.O. for the building identified in the Building Permit.
VALUATION FEE DETERMINATION
Applicant
Address
Date
..;:D:,;:a:;:n;.:ie;;-1 ;:::Sa::rt.::a~in,_,.o;Mc;e~g'-'ha::n:.;R~e;:;i~lly,_ ____ Subdivision
1315 River Bend Way, GWS Lot/Block
.,:7;;,/2;;,8:.;/2;0:,;0.;::8==="'-'.==-,.---,..---Contractor
Finished (Livable Area):
Main
Upper
Lower
Other
Total
Basement:
Unfinished
Square Feet
Valuation
Conversion of Unfinished to Finished
Total Valuation
Garage:
Valuation
Crawl Space
Valuation
Decks/ Patios
Valuation
Covered
Open
Type of Construction:
Occupancy:
Valuation
Total Valuation
1198 sf
905 sf
sf
sf X $74.68
2103 sf
sf X $41.00
sf X $33.68
556 sf X $18.00
sf X $9.00
202 sf X $24.00
sf X $12.00
Commercial
sf X
sf X
sf X
sf X
sf X
sf X
Ironbridge PUD 2
Lot290
Hansen Construction
157,052.04
0.00
10,008.00
0.00
4,848.00
0.00
171,908.04
GARFIELD COUNTY BUILDING AND PLANNING
970-945-8212
MINIMUM APPLICATION REQUIREMENTS
For
SINGLE FAMILY DWELLING CONSTRUCTION
Including
NEW CONSTRUCTION
ADDITIONS
ALTERATIONS
And
MOVED BUILDINGS
In order to understand the scope of the work intended under a 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 permit 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 may be reviewed after it has been
provided to the Building Department.
TWO (2) SETS OF CONSTRUCTION DRAWINGS & TWO (2) SITE PLANS MUST BE
SUBMITTED FOR ALL APPLICATIONS.
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.
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.
I. 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
withixe envelope.
Yes
2. Does the site plan also include any other buildings on the property, setback easements and utility
easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the
property you are applying for a building permit on is located on a corner lot. Special setbacks do
apply.\t
Y es. _ _p:_J_::::c___
3. Does the site plan include when applicable the location of the !.S.O.S. (Individual Sewage Disposal
System) and the distances to the property lines, wells (on subject property and adjacent
properties), streams or water courses?
Yes f·
4. Does the site plan indicate the location and direction of the County or private road accessing the
property\/
Yes·---A:A---/
2
5. Are you aware that prior to submittal of a building permit application you are required to show proof
of a legal and adequate access to the site? This may include (but is not limited to) proof of your
right to use a private easement/right of way; A County Road and Bridge permit; a Colorado Dept.
of Highway Permit, including a Notice to Proceed; a permit from the federal government or any
combination. You can contact the Road & Bridge Department at 625-860 I. See phone book for
other agencies
Yes ){
6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel
in accordance with the IRC or per stamped engineered design?
Yes "'f--
7. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the
clearances required between wood and earth?
Yes :>C No ________ __
8. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and
soffits? Yes~ No ________ _
9. 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? V
Yes __ p,.P'----
I 0. Does the plan include a building section drawing indicating foundation, wall, floor, and roof
construction?
Yes 'j.
II. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists,
roof rafte(s pr joists or trusses?
Yes __ Jy-P''-----
12. Does the building section drawing or other detail include the method of positive connection of all
columns ~nr beams?
Yes_-c;&P'------
13. Does the elevation plan indicate the height of the building or proposed addition from the
undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top
of a fl_zt foof? (Building height measurement usually not to exceed 25 feet)
Y es~-,)5,..,_ ___ _
14. 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 __ ...,'f"'-------
3
I 5. Does the plan include a masonry fireplace including a fireplace section indicating design to comply
with the JRC?
Yes _____ No __ )cf...._ ___ _
I 6. Does the plan include a window schedule or other verification that egress/rescue windows from
sleepifl.&.j:DOms and/or basements comply with the requirements of the IRC?
Yes _ __L::__..L._ ___ _
I 7. Does the plan include a window schedule or other verification that windows provide natural light and
ventilation for all habitable rooms?
Yes "[
18. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing
immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking
surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety
glazing for these areas?
Yes 'f. No ______ _
I 9. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on
the plan?
Yes "f.,.
20. 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 }
21. Do you understand that if you belong to a Homeowners Association (1-IOA), 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 be accepted without
it, but you run the risk of the 1-IOA bringing action to enforce the covenants, which can result in
revocation of permit issued. Additionally, your Plan Review fee is not refundable if the plans
have been reviewed by the Building Department prior to any action by the 1-IOA that requires either
revocati\fo or substantial modification of the plans.
Yes --1----
22. Will this be t~y only residential structure on the parcel?
Yes 1::: lfno-Explain: ______ _
23. Have two (2)() omplete sets of construction drawings been submitted with the application?
Yes ·-~'----
24. Do you unQ;rstand that the minimum dimension a home can be on a Jot is 20ft. wide and 20ft. long?
Yes._-1~-"'----
4
25. Have you designed or had this plan designed while considering building and other construction code
requirem~tJ<s?
Yes __ _&~--
26. Do your plans comply with all zoning rules and regulations in the County related to your properties
zone dis)<.t?
Yes ,
27. Does the plan accurately indicate what you intend to construct and what will receive a final inspection
by the Garfield County Building Department?
Yes fv
28. Do you understand that approval for design and/or construction changes are required prior to the
application of these changes?
Yes ~
29. Do you understand that the Building Department will collect a "Plan Review" fee from you at the
time of application submittal and that you will be required to pay the "Permit Fee" as well as any
"Road Impact" or "Septic System" fees required, at the time you pick up your building permit?
Yes )-.
30. Are you aware that you must call iu for au inspection by 3:30 the business day before the
req nested 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 p No _____ _
31. 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 "{y
32. Are you aware that you are required to call for all inspections required under the IRC including
approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the
building?
Yes 'f
33. 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 I RC?
Yes "j:.
5
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.
Yes ).
35. Are you aware, that on the front of the Building Permit Application you will need to fill in the
Parcel/Schedule Number for the lot you are applying for this permit on prior to submittal of a
building permit application? Your attention in this is appreciated.
Yes )<
36. Do you know that the local fire district may require you to submit plans for their review of fire safety
issues?
Yes )( (please check with the building department about this requirement)
37. Do you understand that if you are planning on doing any excavating or grading to the property prior
to issua~ofa building permit that you will be required to obtain a grading permit?
Yes --1-/':c::-'-=---
38. Are you aware that if you will be connecting to a public water and/or sewer system, that the tap fees
have to be paid and the connections inspected by the service provider prior to the issuance of a
Certific~~ of Occupancy?
Yes --)~'--"----
I hereby acknowledge that I have read, understand and answered these questions to the best of
my abili .
' ,
Phone:_:) <t)Lt-399D (days); (evenings)
PwjoctNom• ~rDnbr'~~~d le~ S'ario..in
Project Address: IJ5 B.\ \JWa:t; C:Jti;'§; ~ tei (( l
6
Notes:
If any required information is missing 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 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.
BpminreqDec2007
7
PLAN REVIEW CHECKLIST
Building
~ngineered Foundation
tJjlt Driveway Permit
~Surveyed Site Plan
tJjA Septic Permit and Setbacks
_..'!__Grade/Topography 30%
_£Attach Residential Plan Review List
~um Application Questionnaire.
Lsubdivision Plat Notes
tJj A Fire Department Review
~Valuation Determination/Fees
~ed Line Plans/Stamps/Sticker
V Attach Conditions
~pplication Signed
~Plan Reviewer To Sign Application
/ __ Parcel/Schedule No.
iII 40# Snowload Letter-Manf. Hms.
Soils Report
GENERAL NOTES:
Date 7/ze/oB
7
Planning/Zoning
~Property Line Setbacks
_£_3oft Stream Setbacks
JJ/ A Flood Plain
/ Building Height
~Zoning Sign-off
tJ/.4 Road Impact Fees
/ HOAIDRC Approval
~Grade/Topography 40%
+Planning Issues
__ Subdivision Plat Notes
N 11063
0. ----------~~~----Assessor's Parcel No. 2395-014-29-290
Date 8/12/2008
BUILDING PERMIT CARD
Job Address ----~1~3~1~5~R~iv~e~r~B~e~n~d~W~a~y~G~W~S~-~Iro~n~b~r~id~g~e~P~U~D~,~P~h~·~22,~1o~t~2~9~0 ______________________ __
Owner Sartain, Daniel & Reilly, Meg Address 4102 Elk ln. Basalt Phone # ____ _
Contractor ______ H_a_n_s_en __ C_o_n_st_. --~-------Address 410 lronbridge Dr. GWS Phone # 970-384-3990
Setbacks: Front Rear RH, _________ LH _________ Zoning---------
s/f on foundation w/ cov. Patios & att. Garage INSPECTIONS
Soils Test -----------------------
Footing ------------------------
Foundation ___________________ _
Grout _____________ ~~~=-~~
Underground Plumbing 9-z.~o!3',@..J,
Rough Plumbing 4-Z -"'.;; 9 9.£vl
Framing o/-to-CI"l~
Insulation Aj-f5?-o9~
Roofing Z-/-c f:_:;Z?_q..-J
Drywall f-c:-1 -o}t ~
Gas Piping Lf -<:. -c:J Z · 7~
/
NOTES
Weatherproofing 7-/-0 L ~
Mechanical 7-/ -C? ? ptt-t,_/
Electrical Rough (State) 4 -/ ·-d? W--1
Electrical Final (State) 7-L-o? ~-,
Final 7-/-t:Yf /Checkli§it.,Compjeted? '%N
Certificate Occupancy # -=W,__.,Z:_q-~--~+----------
Date !S&VLED I· W· DCJ
Septic System # ----------------------
Date -----------------------
Final·-----------------------Other ___________________________ __
C,t£? p;e-ncro;e /#s/!.iU/Cp
(continue on back)
I
BUlL lNG PERMIT
GARFIELD COUNTY, COLORADO
!NSP'ECTtON W!U .. NOT BE MADE UNlESS
TE-HS CARD IS POSTE!J. ON THE JOB
Date Issued t·/2 ·O<f..__ __ _ Permit No.__,_/_,__.,/ 0"-'"'{p"-""'3"------
AGREEMENT
In consideration of the:-..:suance of the permit, the applicant hereby agrees to comply with all laws anl;:l regulations
related to ~h~ zoning, location; construction and erection of the proposed structured for which this permit is
-~;·a~~.~d, and further agrees that if the above said regUlations are not fully complied with in the zoning, location,
erection and construction of the above described structure, the permit may then be revoked by notice from the
County Building department and IMMEDIATELY BECOME NUll AND VOID.
usesJfro_famd~_COV. 'fXt_ho_~d-a+l-. 0~~------
Address or legal ~escription ~ \S .ruvet::.__&.od_~-'i awsL_ ___ _
Owner ~dntn~!~ 'RtJ !I~ I Mlf1bmcontractor ~UnS.t,____
Building PermitType 12.eS\dt""'-nfi"-'-''-'t{~[~--------------------
This Card Must Be Posted So It Is Plainly Visible From The Street Until Final Inspection
INSPECTION RECORD
Footing Driveway
Foundation I Grouting Insulation
Lj~Jt:=o'l /7
Underground Plumbing <-)1-<..5""-oS "(Zc-v' 'Drywall 1---z-1-& 7
Rough Plumbing 4--;2.-o"( '/!J Elect'ic Final(by State Inspect:~
/ (P>io,toQJ,:--/x zf/r 6f
Rough Mechanical 1--_ z -to>;? 7'"'« Septic Final
Gas Piping 1--Z-o'f pur FINAL 7-/-o? c;?~
E!ect 1:fi( Rouah {by State Inspector)
4f/61 {You Must Call For Final Inspection)
ol(.-!bY Notes c..o. p,e:)Zclo!C / ,1/s/??C (__,£P (Prior to Framing)
Framing /(-lo-o?'~~~~~~ cJ3_.,
(to include Roof in place & Windows & Doors installed & Firestopping in place)
THIS PERMIT IS NOT TRANSFERABLE
Fo' Inspection Call970-384-5003
1 08 8th Street, Suite 401 Glenwood Springs, Colorado 81601
DO NOT DESTROY THIS CARD
~::.ROVED £·12"Ck Byr:. hr~iHhoM{MlL PROTECTPER~~~AMAGE
(DO NOT LAMINATE)
COUNTY OF GARFIELD -BUILDING DEPARTMENT
CORRECTION NOTICE
108 8th St., Suite 401 Glenwood Springs, Colorado
Phone (970) 945-8212
9~?-?5'7~
Job located at 13/5"" ~ . ~~
PermitNo.~/t~C?~6~·=3~---------------------------
I have this day inspected this structure and these
premises and found the following corrections needed:
cg'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'-2-CJ1' 20,__----r~:--
Building Inspector -;?;??~~
· Phone(970)945~212
)
C~tech
HEPWORTH· PAWLAK GEOTECHNICAL:
Hepworth-Pawlak Georechnical, Inc.
5020 County Road !54
Glenwood Springs, Colorado 81601
Phon" 970-945-7988
Fax: 970-945-8454
email: hpgeo@hpgeotech.com
C>FPICG COf?tj
A-~ f11 kdrDt)
~\)~+-'
PRELUMINARYGEOTEC~CALSTUDY
PROPOSED IRONBRIDGE VILLAS
JRONBRIDGE DRIVE
GARFIELD COUNTY, COLORAJ)O
JOB NO. 105115-6
SEPTEMBER 14, 2005
PREPARED FOR:
L.B. ROSE RANCH, LLC
ATTN: AARON BEVJNGTON
410 JRONBRIDGE DRIVE
GLENWOOD SPRINGS, COLORAJ)O 81601
Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverthorne 970-468-1989
TABLE OF CONTENTS
PURPOSE AND SCOPE OF STUDY ............................................................................ -1 -
PROPOSED CONSTRUCTION ..................................................................................... -l -
SITE CONDITIONS ....................................................................................................... -2 -
FIELD EXPLORATION ...................................................................... : .......... ~ ............... -2-
SUBSURFACE COJ\1DITIONS ................................................................................•..... -3-
ENGINEERING ANALYSIS ......................................................................................... -4 -
DESIGN RECOMlv.lENDATIONS ................................................................................. -5 -
FOUNDATIONS ........................... : ............................................................................. -5 -
FOUNDATION AND RETAINING WALLS ............................................................ -6-
FLOOR SLABS .......................................................................................................... -8 -
UNDERDRAlN SYSTEM .................................... ~ ..................................................... -8-
SITE GRADING ......................................................................................................... -9-
SURFACEDRAINAGE ................................................................. : ......................... -10-
PAVEMENT SECTION ........................................................................................... -11 -
LIMITATIONS .................................................... ; ........................................................ -11 -
FIGURES 1 AND 2-LOCATION OF EXPLORATORY BORINGS
FIGURES 3 TilROUGH 8-LOGS OFEXPLORATORYBORINGS
. FIGURE 9-LEGEND AND NOTES
FIGURES l 0 THROUGH 16 -SWELL-CONSOLIDATION TEST RESULTS
FIGURES 17 AND 18-GRADATION TEST RESULTS
TABLE 1-SUMMARY OF LABORATORY TEST RESULTS
PURPOSE AND SCOPE OF STUDY
This report presents the results of a preliminary geotechnical study for the proposed
Ironbridge Villas to be located along Jronbridge Drive, Garfield County, Colorado. The
project site is shown on Fignres 1 and 2. The purpose of the study was to develop
recommendations for the foundation and grading designs. The study was conducted in
accordance with our agreement for professional engineering services to L.B. Rose Ranch,
LLC dated June 30, 2005. We previously conducted geotechnical studies for planning and
. preliminary design of the Rose Ranch Development (now known as Ironbridge) and
presented our findings in reports dated October 29, 1997 and September 10, 1998, Job
No. 197 327.
A field exploration program consisting of exploratory borings was conducted to obtain
information on the subsurface conditions within the depth of expected foundation loading.
The potential for future ground subsidence due to deeper geologic conditions was to be
evaluated by others. Samples of the subsoils obtmned during the field expli:mition were
tested in the laboratory to detennine their classification 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 and for the subdivision grading. This report summarizes
the data obtained during this study and presents our conclusions, design reco=endations
and other geotechnical engineering considerations based on the proposed construction and
the subsurface conditions encountered.
PROPOSED CONSTRUCTION
The proposed Villas development is located in the central part of Ironbridge near the main
·club and other common facilities and will consist of tightly spaced, single family
residences in two development areas as shown on Fignres 1 and 2. The access roads and
drives will connect to the existing and proposed Ironbridge Drive. The residences will be
2 story, wood :frame structures constructed typically 8 to 1 0 feet apart. Ground floors will
Job No. 105 115-6
-2-
be structural above crawlspace in the residences and slab-on-grade in the garages. The
entire development area will be elevated typically up to about 15 feet. The fill sections
will grade into the existing Ironbridge Drive, the golf course 18th Hole and the Robertson
Ditch. The fill material will be obtained on the project site, likely from <:he Phase 2
development The Robertson Ditch will remain open but be improved by lining to reduce
leakage. After the subdivision grading, the excavation for the individual residences will
be relatively minor. We assume the residences wiil be relatively lightly loaded, typical of
the proposed type of construction.
Ifbuilding loadings, location or development plans change siguificantly from those
described above, we should be notified to re-evaluate the recommendations contained in
This report.
SITE CONDITIONS
The Villas development is located downhill to the east and southofthe existing pro shop
and other commons area, see Figures 1 and 2. The north Villas site was ruainly vacant and
covered with field grass and weeds. The south Villas site is partly disturbed and covered
with grass and weeds with miscellaneous fill piles. The ground surface slope is about 5 to
7% with 20 feet of elevation difference across the north Villas site, and about 6 to 8%
with 30 feet of elevation difference across the south Villas site. The entire project site is
covered with debris fan deposits that generally increase in depth with increase in ground
surface elevation to the west Bedrock of the Eagle Valley Evaporite outcrops to the west
of County Road 109 in the golf course fairway and the steep valley side.
FillLD EXPLORATION
The field exploration for the project was conducted between July 6 and 8, 2005. Twenty~
five exploratory borings were drilled at the locations shown on Figures 1 and 2 to
evaluate the subsurface conditions. The borings were advanced with 4 inch diameter
continuous flight auger powered by a truck-mounted CME-55 drill rig. The borings were
logged by a representative of Hepworth-Pawlak Geotechnical, Inc ..
Job No. 105 115·6
Samples of the subsoils were taken with a 1% inch and 2 inch LD. spoon samplers. 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 indication of the
relative density or consistency ofthe subsoils and hardness of the bedrock. Depths at
which the samples were taken and the penetration resista."lce values are shown on the
Logs of Exploratory Bonngs, Figures 3 through 8. 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 Figures 3
through 8. The subsoils, below a thin topsoil root zone, consist of a variable depth of
stratified silt, sand and gravel debris fan deposits overlying dense, river gravel alluvium.
About 3 to 4 feet of existing fill was encountered above the n!ltu.ral soils in. Borings 5, 6, 7
and 15, located just east of the Robertson Ditch. The debris fan soils were typically
encountered between depths of 7 to 19 feet in the north parcel and between depths of 16
to 32 feet in the south parcel. in Borings 6 through 9 and 15 at the north parcel, the debris
fan soils were deeper than the adjacent area to the north, with depths of22 to 38 feet
before the gravel alluvium was encountered. Siltstone and gypsum bedrock of the Eagle
Valley Evaporite was encountered below the gravel alluvium at a depth of 42 feet in
Boring 6. The bedrock quality appeared poor to fair and included gypsum, but did not
appear to be a void or cavity. Drilling in the dense gravel alluvium with auger equipment
was difficult due to the cobbles and boulders and practical drilling refusal was typically
encountered in the deposit.
Laboratory testing pe1formed on samples obtained from the borings included natural
moisture content and density, liquid and plastic limits and gradation analyses. Results of
swell-consolidation testing, presented on Figures 10 through 16, indicate the debris fan
soils are typically hydrocompressive and moderately to highly compressible under load
after wetting. Some of the clay soils showed a low expansion potential when wetted but
Job No. 105 115·6 .
-4-
the resulting heave potential is not expected to be significant compared to the collapse
potential. Results of gradation analyses performed on small diameter drive samples
(minus 1 Y, inch fraction) of the debris fan soils are shown on Figures 17 and 18. The
laboratory testing is summarized in Table 1.
Free water was typically not encountered in the borings and the subsoils were relatively
dry. In Borings 6 through 9 and 15, the subsoils became moist with depth and free water
was encountered at depths between 26 and 3 6 feet in Borings 6 and 15.
ENGINEERING ANALYSIS
Development of the Villas project as proposed should be feasible based on geotechnical
conditions. The upper 7 to 38 feet of soils encountered in the borings consist of debris fan
deposits that tend to collapse (settle under constant load) when wetted. The amount of
settlement will depend on the depth of the compressible soils and the wetted depth below
the foundation. The settlement potential and risk of excessive building distress can be
reduced by compaction of the soils to a certain depth below the foundation bearing level
and by heavily reinforcing the foundation to resist differential settlements. The
compaction should also extend to below driveway and utility areas. The soil compaction
can consist of 1he structural fill proposed to elevate the project site but relatively deep
structural fills will also have some potential fur long term settlement. Proper grading and
compaction as presented below in Site Grading will help reduce the settlement risks. In
areas underlain by less 1han 10 to 15 feet of debris fan soils, maiuly the northern part of
the north parcel, additional compaction below the building foundation should not.be
needed. A heavily reinforced mat foundation designed for large differential settlements or
a deep foundation that extends down to the underlying, dense river gravel alluvium could
also be used to reduce the settlement risk.
Eagle Valley Evaporite that underlies 1he project area is known to be associated with ·
sinkholes and localized ground subsidence in the Roaring Fork River valley. A siulchole
opened in the parking lot of the Pro Shop to the northwest of the project site in January
2005 and other inegular bedrock conditions have been identified in the affordable
JobN<> 1051!5-6
-5 -
housing site to the west of the Villas north parcel. Indications of ground subsidence were
not observed in the Villas development area that could indicate a risk of future ground
subsidence but the variable depth of debris fan soils in Borings 6 through 9 and 15 in the
north parcel could be the result of past subsidence. In our opinion, the risk of future
ground subsidence in the Villas project area is low and similar to other areas of the
Roaring Fork River valley where there have not been indications of ground subsidence.
We understand that the potential for future ground subsidence in the project area is being
evaluated by others. The southern part of the northern parcel should be further evaluated
for potential sinkhole development considering the variable subsurface profile
encountered in that area.
Recommendations for preliminary design of the proposed development are presented
below. When the building plans have been developed, we should review the information
for compliance with our recommendations.
DESIGN RECOMMENDATIONS
FOUNDATIONS
Considering the subsurface conditions encountered in the exploratory borings and the
nature of the proposed construction, we recommend the buildings· be founded with spread
footings bearing on at least 5 feet of compacted on-site debris fun soils or compacted
structural fill. The feasibility of footings placed on the natural soils in the north parcel
where the debris fan soils are Jess than about 10 to 15 feet deep should be evaluated prior
to construction. lf a mat foundation or deep foUJidation system is considered for building
support, we should be contacted for additional recommendations.
The design and construction criteria presented below should be observed for a spread
footing foundation system.
1) Footings placed on at least 5 feet of compacted fill in deeper debris fan
areas or on natural soils where there is less than 1 0 to 15 feet of the natural
debris fan soils should be designed for an allowable bearing pressure of
Job No. 105115-6
-6-
1,500 psf. Based on experience, we expect initial settlement of footings
designed and constructed as discussed in this section will be about 1 inch
or less. Additional differential settlement between about J to 2 inches
could occur in deeper fill areas or if the undistnrbed debris fan soils are
wetted.
2) The footings should have a minimum width of20 inches for continuous
walls and 2 feet for isolated pads.
3) EJcterior footings and footings beneath unheated areas should be provided
with adequate soil c0ver above their bearing elevation for frost protection.
Placement offoundations at least 36 inches below exterior grade is
t)'pically used in this area.
4) The foundation should be constructed in a "box-like" configuration rather
1han with isolated footings. The 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, existing undocumented fill and any loose or disturbed soils
should be removed. The soils should be subexcavated as needed to JlTOVide
at least 5 feet of structmal fill below the footing bearing level compacted
to at least 98% of the maximum standard Proctor density within 2
percentage points of optimum moisture content. 'Where footings are placed
on the natural soils, the exposed soils in footing area should be moistened
and compacted.
6) A representaiive of the geotechnical engineer should evaluate the
compaction of the fill materials and observe all footing excavations prior
to concrete placement for bearing conditions.
FOUNDATION AND RETAINING WALLS
Foundation walls and retaining structures which are laterally supported and can be
expected to Ulldergo only a slight amount of deflection should be designed for a lateral
Job No. 105115-6
. 7.
earth pressure computed on the basis of an equivalent fluid unit weight of at least 55 pcf
for backfill consisting of the on-site frne-grained soils. Cantilevered retaining structures
which are separate from the builclings 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 pcffor
backfill consisting of the on-site frne-grained soils.
All foundation and retaining structures should be designed for appropriate hydrostatic and
surcharge pressures such as adjacent footings, traffic, construction materials and
equipment. The pressures recommended above assrnne drained conclitions 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. Site walls with a :rnax:irnrnn backslope of 2 horizontal to 1 vertical
should be designed for an active earth pressure of at least 60 pcf equivalent fluid unit
weight.
Backfill should be placed in uniform lifts and compacted to at least 90% of the maxirnrnn
standard Proctor density at a moisture content near optimum. Backfill in pavement and
walkway areas should be compacted to at least 95% of the maxirnrnn 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 ofthe 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 compacted
backfill against the sides of the footings can be calculated using an equivalent fluid unit
weight of 300 pcf. The coefficient of friction and ·passive pressure values recommended
above assume ultimate soil strength. Suitable factors of safety should be included in the
Job No. !05115·6
-8 -
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, and compacted structural fill can be used to
support lightly loaded slab-on-grade construction. The natural soils are compressible
when wetted and there could be some post-construction settlement To reduce the effects
of some differential movement, nonstructural floor slabs should be separated from all
bearing walls and columns with expansion joints which allow unrestrained vertical
movement Floor slab control joints should be used to reduce damage due to shrinkage
cracking. The requirements for joint spacing and slab reinforcement should be
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 above footing bearing level should be
compacted to at least 95% of maximum standard Proctor deru;ity at a moisture content
near optimum. Required fill can coru;ist of the on-site soils devoid of vegetation, topsoil
and oversized rock.
UNDERDRAJNSYSTEM
Although free water was typically not encountered during our exploration, it has been our
experience in the area that local perched groundwater can develop during times of heavy
precipitation or seasonal runoff. Frozen ground during spring runoff can create a perched
condition. We recommend below-grade construction, such as retaining walls and
basement areas, be protected from wetting and hydrostatic pressure buildup by an
lob No. 105 115-6
. 9.
underdrain system. An underdrain should not be provided around crawlspace and slab-on-
grade areas.
If installed, the drains should consist of drainpipe placed in the bottom of the wall backiill
surrounded above the invert level with free-draining granular material. The drain should
be placed at each level of excavation and at least 1 fuot below lowest adjacent ftnish
grade and sloped at a minimum 1% to a suitable gravity outlet. Free-draini.11.g 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 1 Y, feet deep. An impervious membrane, such as a
20 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.
SITE GRADING
Extensive grading of the Villas area is proposed as part of the development plan. In
addition, removal and replacement of the debris fan soils compacted is recommended in
shallow fill areas to reduce the risk of excessive differential settlements and building
distress. The structural fill should extend to at least 8 feet below design surface grade and
to at least 2 feet below the water and sewer pipe invert levels. In addition, the water and
sewer pipe joints should be mechanically restrained to reduce the·risk of joint separation
in the event of excessive settlement. Excavation and compaction below footing bearing
level may not be needed where the debris fan soils are less than 10 to 15 feet thick. The
structural flll materials below footing bearing level should be compacted to at least 98%
of the maximum standard Proctor density within 2 percentage points of optimum moisture
content. Prior to fill placement, the sub grade should be carefully prepared by removing
the existing fill, all vegetation and topsoil and compacting to at least 95% of the
maximum standard Proctor density at near optimum moisture content. The ftll should be
benched into slopes that exceed 20% grade. Based on our experience with the Phase 1
development, shrinkage of the debris fan soils due to compaction is expected to be about
15%to 20%.
Job No. 105 115-6
-10-
PemJanent unretained cut and fill slopes should be graded at 2 horizontal to 1 vertical or
flatter and protected against erosion by revegetation or other means. This office should
review site grading plans for the project prior to construction
SURF ACE DRA1NAGE
Precautions to prevent wetting of the bearing soils such as proper backfill construction,
positive backfill slopes, restricting landscape irrigation and use of roof gutters need to be
taken to help limit settlement and building distress. The following drainage precautions
should be observed during construction and maintained at all times after each residences
have been completed:
1) 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.
3) The ground surface surrounding the exterior of the building should be
sloped to drain away from the foundation in all directions. The slope
should be at least 6 inches in the first 5 feet in unpaved areas and at least 3
inches in the first 10 feet in paved areas. Drain gravel of retaining walls
should be capped with at least 2 feet of the on-site soils to reduce surface
water infiltration.
4) Roof gutters should be provided with downspouts that discharge beyond
the limits ofthe foundation wall backfJ.ll.
5) Landscaping which requires regular heavy irrigation, slli'h as sod, should
be located at least 5 feet from foundation walls. Consideration should be
given to use of xeriscape to reduce the potential for wetting of soils below
the building caused by irrigation.
JobNo.105 115·6
• 11 -
PAVEMENT SECTION
The upper soils encountered at the site consist of low plasticity sand, silt and clay that are
considered a poor support of pavement sections. A Hveem stabilometer 'R' value of 15
was assumed for the native soils and required imported soils. The traffic loadings for the
Villas development have not been provided but are assumed to be relatively light for the
service traffic loading condition, after the construction phase. Based on these conditions,
a preliminary pavement section consisting of 3 inches of asphalt on 8 inches of CDOT
Class 6 base course for the main drives and 3 inches of asphalt on 6 inches of CDOT
Class 6 base course for automobile only parking is recommended. We can review the
pavement section design when the roadway subgrade has been graded and the traffic
loadings have been detennined.
LIMITATIONS
This study has been conducted in accordance with generally accepted geotechnical
engineering principles and practices in this area at thls time. We make no warranty either
express or implied. The conclusions and recommendations submitted in thls report are
based upon the data obtained from the exploratory borings drilled at the locations
indicated on Figures 1 and 2, the proposed type of construction and our experience in the
area Our services do not include detennining the presence, prevention or possibility of
mold or other biological contaminants (MOB C) developing in the future. If the client is
concerned about MOBC, then a professional in this special field of practice should be
consulted. Our fmdings include interpolation and extrapolation of the subsurface
conditions identified at the exploratory borings and variations in the subsurface
conditions may not become evident uotil 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 teclmical interpretations by others of our information. As the
project evolves, we should provide continued consultation and field services during
Job No. 105 115·6
(
-12-
construction to review and monitor the implementation of our reco=endations, and to
verifY that the reco=endations have been appropriately interpreted. Significant design
changes may require additional analysis or modifications to the recommendations
presented herein. We reco=end on-site observation of excavations and foundation
bearing strata and testing of structural fill on a regular basis by a representative of the
geotechnical engineer.
Respectfully Submitted,
HEPWORTH-PAWLAK GEOTECHNICAL, INC.
Steven L. Pawlak, P.E.
Reviewed by:
Daniel E. Hardin, P .E. .
SLP/ksw
cc; High Country Engineering-Attn: Scott Gregory
S.K. Peightal Engineers -Attn: Jack Albright
Job No. !05115-6
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LOCATION OF EXPLORATORY BORINGS
VILLAS NORTH PARCEL
\
Figure 1
105115-6 ~
HEP"WORn+PAWl..AK GEOTECHNtCAL
LOCATION OF EXPLORATORY BORINGS
VILLAS SOUTH PARCEL Figure 2
\
0
5
10
ll ,u..
i' /.r::.
15.
Q)
0 15
20
25
105115-6
BORING 1
ELEV. = 5952'
20/12
WC=4.5
DD=106
20/6,30/4
BORING2
ELEV.= 5950'
20/12
WC=6.2
DD=93
·200=85
25/4,10/0
BORING3
ELEV.= 5944'
24/12
WC=5.1
DD=94
Note: Explanation of symbols is shown on Figure 9.
BORING4
ELEV.= 5946'
25112
WC=7.1
DD=104
-200=83
LL=28
Pl=11
20/6,40/6
T
~ LOGS OF EXPLORATORY BORINGS
He worth-Pawlak Geotechnlcal
0
5
10
1i5
'" lL
' '3.
15 "' 0
20
25
Figure 3
0
5
10
15
20
1i)
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LL
25
30
35
105115-6
5
ELEV.~ 5950'
11!12
16/12
WC=9.3
00=100
-200=54
17/12
2
12/12
WC=10.3
-200=50
10/12
.wc~1s.2
00=106
-200=73
7
ELEV.~ 5954'
7/12
14/12
WC=16.3
DD=108
-200=62
32/12
7/12
WC=17.7
00=107
-200=74
..
8
ELEV. ~ 5946'
29/12
WC=4.0
DD=107
30/12
7/12
WC=6.6
DD=117
-200=44
12/12
0
5
20
1i)
Q)
l.1..
' 'f
(!)
25 0
30
35
40
50/2 Note: Explanation of symbols is shown on Figure 9.
LOGS OF EXPLORATORY BORINGS Figure 4
0
5
10
1il
Q) u.. )i
Q)
0 15
20
25
105115-6
BORING9
ELEV. = 5942'
24112
18/12
28/12
10/12
WC=11.4
DD=104
BORING 10
ELEV.= 5938'
18/12
WC=4.0
DD=96
10/12
60/12
BORING 11
ELEV.= 5943'
9/12
11/12
WC=15.5
00=109
-200=76
7/12
3/6,15/6
Note: Explanation of symbols is shown on Figure 9.
BORING 12
ELEV.= 5938'
33/12
WC=6.1
DD=117
43/12
14/12
~ LOGS OF EXPLORATORY BORINGS
He: worth-Pawlok Geotechnlcol
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5
10
~
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0.
(l) 15 0
20
25
Figure 5
0
5
10
15
li)
iT 20
25
30
35
40
105115-6
BORING 13
ELEV. = 5944'
22/12
BORING 14
ELEV.= 5937'
28/12
WC=8.5
DD=109
-200=91
LL=31
Pl=13
20/6,30/3
BORING 15
ELEV. = 5950'
15/12
WC=14.3
DD=112
9/12
WC=14.5
-200=71
10/12
WC=14.4
DD=112
+4=17
-200=58
24/12
32/12
Note: Explanation of symbols is shown on Figure 9.
BORING 16
ELEV.= 5968'
15/6.35/5
47/12
33/12
WC=3.2
+4=34
-200=42
18/12
LOGS OF EXPLORATORY BORINGS
5
15
1i)
20 .f
.c
15.
Q)
0
25
Figure 6
0
5
10
15
1D
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£ \~
.0
20
25
30
35
105115-6
BORING 17
ELEV. = 5963'
52/12
34/12
WC=5.9
DD=115
23/12
50/3
BORING 18
ELEV. = 5968'
38112
40/12
WC=3.6
DD=104
-200=58
42/12
WC=3.6
DD=109
45/12
BORING 19
ELEV.= 5962'
13/12
30/12
WC=1.7
DD=120
+4=38
-200=26
Note: Explanation of symbols is shown on Figure 9.
BORING20
ELEV.= 5967'
18/6,25/3
WC=1.9
DD=103
-200=36
55/12
~ LOGS OF EXPLORATORY BORINGS
He worth-Pawlak Geoteclmlcol
5
15
£
Q_
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Figure 7
il u...
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0
5
10
15
20
25
30
BORING21
ELEV. = 5976'
52/12
15/12
43/12
WC=3.3
00=108
15/12
BORING 22 BORING 23 BORING 24
ELEV.= 5957' ELEV.= 5985' ELEV.= 5985'
21!12 52/12 39/12
WC=3.3 WC=1.3
+4=38 -200=27
-200=23
30/6,25/3 57/12 20/12
WC=2.6
-200=46
28/12
40/12
WC=3.4
00=109
Note: Explanation of symbols is shown on Figure 9.
BORING25
ELEV.= 5990'
20/6,30/3
27/12
WC=4.6
00=105
-200=62
30/12
WC=4.1
00=112
-200=64
50/6,10/0
105115-6 ~ LOGS OF EXPLORATORY BORINGS
Ht!:PWOR'11+PAWLAK GEOTECHNICA.l.
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5
10
15
1i)
())
LL.
' t
"' 0
20
25
30
Figure 8
LEGEND:
39/12
0,2
-
T
NOTES:
FILL; silty sandy gravel, loose to medium dense, slightly moist, brown.
TOPSOIL; root zone, sandy silt, slightly moist, brown.
SILT AND CLAY (ML-CL); slightly sandy to sandy, scattered gravel, some sandy clay, stiff to very still, slightly
moist. very moist with depth at Borings 6, 7 and 15, mixed brown, slightly calcareous and porous, low plasticity.
SAND AND SILT (SM-ML); scattered gravel to gravelly, loose to medium dense, slightly moist, light brown.
SAND AND GRAVEL (SM-GM); silty, some sandy silt layers, medium dense, brown, subangular to rounded rook.
GRAVEL, COBBLES AND BOULDERS (GM-GP); slightly silty, dense, typically moist, wet at Borings 4 and 15,
brown, rounded rock.
SILTSTONE AND GYPSUM: medium hard to hard, moist, gray and white. Eagle Valley Evaporite.
Relatively undisturbed drive sample; 2-inch I. D. California liner sample.
Drive sample: standard penetration test (SPT), 1 3/8 inch J.D. split spoon sample, ASTM D-1586.
Drive sample blow count; indicates that 39 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.
Depth at which boring had caved when checked on July 8 , 2005.
Practical drilling refusal. Where shown above bottom of log, indicates that multiple attempts were
made to advance the boring.
1. Exploratory borings were drilled on July 6, 7 and 8, 2005 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. Groundwater was only encountered in Borings 6 and 15.
7. Laboratory Testing Results:
WC = Water Content (%)
DD = Dry Density (pet)
+4 = Percent retained on the No. 4 sieve
105115-6 H~ -Gertectl
HePWorth-Powlok Geotechnlc:o\
-200 = Percent passing No. 200 sieve
LL = Liquid Limit (%)
Pi = Plasticity Index (%)
LEGEND AND NOTES Figure 9
' Moisture Content = 4.5 perc ent
Dry Density = 106 pcf
Sample of: Sandy Silt and Clay
From: Boring 1 at 4 Feet
0
* r-
c: 1
0 -..... Compression ·w ~ "" upon
~ 1'-, wetting a. 2 E "' 0
0
3
i
0.1 1.0 10 100
APPLIED PRESSURE-ksf
105115-6 d£tech SWELL-CONSOLIDATION TEST RESULTS Figure 10
He-;;,.orth-Powlok Geotechnlcol
Moisture Content = 5.1 perc ent
Dry Density = 94 pcf
0 Sample of: Sandy Silt ---.... From: Boring 3 at 4 Feet
1
2
3 ~ Compression
upon
4
wetting
5
6 * \ c:
.Q
"' 7 ~ \ "-E
; 0 8 i ()
9
10
11 \
\
12 \ 13
14 1\
15
0.1 1.0 10 100
APPLIED PRESSURE -ksf
105115-6 ~ SWELL-CONSOLIDATION TEST RESULTS Figure 11
H,.;:;y,orth-Powlak (;:eotechnlcol
I ,, Moisture Content ~ 4,0 perc ent
0
Dry Density = 107 pel
---Sample of: Very Silty Sand
r-1--t-r-From: Boring 8 at 4 Feet
1
2 Compression
* upon
c 3 ~ wetting
·~ ~ "' !!!
0.
E 4
8 '\
5 \
6 1\
7
0.1 1.0 10 100
APPLIED PRESSURE-ksf
Moisture Content = 11A perc ent
Dry Density = 104 pcf
Sample of: Sandy Silt
From: Boring 9 at 19 Feet
0 --r-
"if!. 1 ~ Compression
c ~ 0 upon
"iii wetting
"' 2 !!! ~ 0.
E
""' 8 3 ')
4
0.1 1.0
APPLIED PRESSURE -ksl
10 100
105115-6 ~ SWELL-CONSOLIDATION TEST RESULTS Figure 12
Hepworth Pawlak Geoteehnlc:o!
0
1--Moisture Content 4.0 percent -1---Dry Density = 96 pel
1 Sample of: Sandy Silt
From: Boring 10 at 4 Feet
2 --1--1---
1ft 3 Compression
c
-~ ""
upon
"' 4 wetting
~
""'
Q_
E
8 5
\
6
\
7 \
8
0.1 1.0 10 100
APPLIED PRESSURE-ksf
Moisture Content= 6.1 perc ent
Dry Density = 117 pel
*
Sample of: Sandy Silty Clay
c: From: Boring 12 at 4 Feet
.Q 1 f!!
8_
ill -.......,
' 0
c: ~ ,....., J.... .Q
"' "' 1 :!::
Q_ Ex pans on
E
0 upon
0 2 wetting
0.1 1.0 10 100
APPLIED PRESSURE -ksf
105115-6 ~ch SWELL-CONSOLIDATION TEST RESULTS Figure 13
He~orth-Pawlok Geotechnlcol
Moisture Content = 8.5 perc ent
Dry Density = 109 pel
Sample of: Slightly Sandy Silty Clay
From: Boring 14 at 4 Feet
2
* c
-~ 1 r--.. c ..... <1) ~ D. ~ .Jj 0-' 0
c ~ "> -~ !\\ "' 1 I!!
Q. . 1::Xpans1 j1 E
0 upon
0 wetting 2
0.1 1.0
APPLIED PRESSURE -ksf
10 100
Moisture Content = 5.9 perce nt
Dry Density = 115 pcf
Sample of: Sandy Silty Clay
From: Boring 17 at 9 Feet
0
"if'.
c 0 1 "(ii c
"' ~ 0.
tl5 !'--..
' 0 t---..
c Expansion "' 0 upon ~ "(ii
"' 1 wetting ~
0.
E
0
0
2
' 0.1 1.0 10 100
APPLIED PRESSURE -ksf
105115-6 ~ SWELL-CONSOLIDATION TEST RESULTS Figure 14
HEPWOR'lfWAWLAK GE0"1"ECHNJCAL
\, Moisture Content = 3.6 percent
Dry Density = 109 pcf
Sample of: Sandy Silt and Clay
From: Boring 18 at 14 Feet
0
?fl. "-.... c F 1
" ~ No movement
0 ·a; ~'-... upon
"' a 2
wetting
E
0
()
3
0.1 1.0 10 100
APPLIED PRESSURE-ksf
')
Moisture Content = 3.3 percent
Dry Density = 108 pcf
Sample of: Sandy Silt and Clay
From: Boring 21 at 14 Feet
0 Compression
* 1-----v upon
1 ;....--1--f-;,etting
c: ~ 0 ·a;
"' !!< 2 D. ......,
E
"""
0
() ' 3
0.1 1.0
APPLIED PRESSURE -ks!
10 100
105115-6 ~ HePWorth-Pawlak Geotf:lchoicot
SWELL-CONSOLIDATION TEST RESULTS. Figure 15
Moisture Content = 3.4 perc ent
Dry Density = 109 pet
Sample of: Sandy Silt and Clay
From: Boring 22 at 19 Feet
*-0
~ -f-.. ~---~--c
0 r---., '(); 1 "' !!? "' No movement
0.
E upon
0 2
wetting
0
0.1 1.0 10 100
APPLIED PRESSURE -ksf
I Moisture Content = 4.6 perc ent
Dry Density = 105 pcf
Sample of: Sandy Silt and Clay
From: Boring 25 at 9 Feet
* 0
c "' 0
'(); '-~ 1 ~ f--... E i", 0
0 2
No'movement
upon
welling
0.1 1.0 10 100
APPLIED PRESSURE-ksf
105115-6 ~d-.
HEPWOR'O+PAWLAK GEO'f'ECHNlCAL.
SWELL-CONSOLIDATION TEST RESULTS Figure 16
HYDROMETER ANALYS!S SIEVE ANALYSIS I
j TIME READINGS I U.S. STANDARD SERIES I CLEAR SQUARE OPENINGS I
24HR. 7HR
' 45 MIN.15 MIN. 60MIN19M!N.4MIN. 1 MIN. #200 #100 #50 #30 #16 #8 #4 3/8" 3/4' 1 1/2'' 3" 5''6' 8"
0 100
10 "
Cl 20 "' UJ CJ z 30 " z
~ i'ii
40 00 ~ 0:
!Z 1-
50 " m G 0
0: 60 " 0:
UJ lU
CL CL
70 "
80 "'
90 "
100 0
"" .002 .005 ·"" ,()\9 ·"' .(}74 ·'" "" ""' 1.\8 "' 4.?& 9.5 12.5 19.0 37.6 76.2 "' "" "' DIAMETER OF PARTICLES IN MILLIMETERS
CLA'I'fOSilT I ""'' !cOAl& I ""' I MEOJUM ""'
!;lAAVE~ I COARSE I COOB<fS
GRAVEL 17% SAND 25 % SILT AND CLAY 58 %
LIQUID LIMIT % PLASTICITY INDEX %
SAMPLE OF: Sandy Gravelly Sill FROM: Boring 15 at 14 Feet
' HYDROMETER ANALYSIS SIEVE ANALYSIS
24 . 7 HR TIME READINGS I U.S. STANDARD SERIES I CLEAR SQUARE OPENINGS J. 45 \h. 15 MIN.60MINl9MIN.4 MIN. 1 MIN. #200 #100 #50 #30 #16 #8 #4 3/8' 3/4" 1 1/2' 3" 5'6'
0 100
10 90
0 20 so
w (!)
z 30 70 z
8 Vi
(/)
40 60 <(
0: CL
1-1-z 50 so m w
() ()
0: 60 40 ffi w
CL [L
70 30
80 20
90 10
100 0
.001 .002 .005 .009 .019 .037 .074 .150 .300 .600 1.18 2.36 4.75 9.S,2.5 19.0 37.5 76.2 12t52 203
DIAMETER OF PARTICLES IN MILLIMETERS
CLAYTOstT ""' GAA '! COSBLES ""' MeDIUM co FINE COM
GRAVEL 34% SAND 24 % SILT AND CLAY 42 %
LIQUID LIMIT % PLASTICITY INDEX %
" SAMPLE OF: SillY Sand and Gravel FROM: Berino 16 at 14 Feet
10511&-6 ~
HEPWORT'I+PAW\..AK G£0"fl;CHNICA.l..
GRADATION TEST RESULTS Figure 17
I HYDROMETER ANALYSIS I S!EVEANALYS!S I
24~. 7HR
TIME READINGS I U.S. STANDARD SERIES I CLEAR SQUARE OPENINGS _I
45 MIN. 15 MIN. 60MfN19MIN.4 MIN. 1 MIN. #200 #100 #50 1130 #16 #8 #4 3/8" 3/4' 1 1/2: 3' 5" 6' 8"
\ 0 ""'
10 "
@ 20 " G z 30 10 z
ffi
ii3 w
a: 40 00 if.
1-1-
cti 50 " m
ffi 0
60 "' a: w
Q_ Q_
70 "'
80 "
90 "
100 ' _.,, ... .oos .009 .019 m; .074 -'"' .000 '""' 1.16 '-" 4.75 9.5 12.5 19.0 37.5 ,., "' "' "' DIAMETER OF PARTICLES IN MILLIMETERS
CW'O·C' I COSBI.ES
GRAVEL 38% SAND 36 % SILT AND CLAY 26 %
LIQUID LIMIT % PLASTICITY INDEX %
SAMPLE OF: Silty Sand and Gravel FROM: Boring 19 at 9 Feet
HYDROMETER ANALYSIS I SIEVE ANALYSIS f
4 R 7 HR TIME READINGS I U.S. STANDARD SERIES I ClEAR SQUARE OPENINGS ~. ~ ~-IN. 15 MIN, 60MIN19MIN.4 MIN. 1 MIN. #200 #100 #50 #30 #16 #8 #4 3/8' 3/4' 1 1/'Z' 3" 5"6' 100
10 90
0 20 80
LU 0 z 30 70 z
ffi ii3 w
a: 40 60 if.
1-1-z 50 50 m w
0 0
a: 60 40 ffi LU
Q_ Q_
70 30
80 20
90 10
100 0
.001 .002 .005 .009 .019 .037 .074 .150 .300 .600 1.18 2.36 4.75 9.512.519.0 37.5 76.2 12"752 203
DIAMETER OF PARTICLES IN MILLIMETERS
CLAYlOS'~i '"' GRA.VH COBBlE$ FIN!: MEOW COAASE FINE COARSE
GRAVEL 38 % SAND 39 % SILT AND CLAY 23 %
LIQUID LIMIT % PLASTICITY INDEX %
SAMPLE OF: Silty Sand and Gravel FROM: Borinn 22 at 4 Feet
105115-6 ~ GRADATION TEST RESULTS Figure 18
He::PWoRT'l+PAWf.AK GEOT!:CHNlCAL
HEPWORTH-PAWLAK GEOTECHNICAL, INC.
TABLE 1 Job No. 105 115-6
SUMMARY OF LABORATORY TEST RESULTS
~e 0 p 1 f 3
SAMPLE LOCATION NATURAL NATURAL GRADATION PERCENT ATTERBERG liMITS UNCONFINED
MOISTURE DRY GRAVEL SAND PASSING LIQUID PLASTIC COMPRESSIVE SOIL OR BORINGS DEPTH CONTENT DENSITY NO. 200 LIMIT INDEX STRENGTH BEDROCK TYPE (Ofo) (%) SIEVE
(ft) (%) (pcf) (%) (%) (PSFl
1 4 4.5 106 Sandy silty and clay
2 4 6.2 93 85 Sandy clayey silt
3 4 5.1 94 Sandy silt
4 4 7.1 104 83 28 11 Sandy silty clay
5 81h. 9.3 100 54 Silt and sand with gravel
6 14 10.3. 50 Very silty sand and gravel
24 18.2 106 73 Sandy silt
7 9 16.3 108 62 Sandy silt
24 17.7 107 74 Sandy silt
8 4 4.0 107 Very silty sand
14 6.6 117 44 Very silty sand
HEPWORTH-PAWLAK GEOTECHNICAL, INC.
TABLE 1 Job No. 105 115-6
SUMMARY OF lABORATORY TEST RESULTS
aye 0 p z f 3
SAMPLE LOCATION NATURAL NATURAL GRADATION PERCENT ATTERBERG LIMITS UNCONFINED
MOISTURE DRY GRAVEL SAND PASSING LIQUID PlASTIC COMPRESSIVE SOIL OR BORINGS DEPTH CONTENT DENSITY NO. 200 LIMIT INDEX STRENGTH BEDROCK TYPE (%) (%) SIEVE
(ft) (%) (pcf) (%) (%) (PSF)
9 19 11.4 104 Sandy silt
10 4 4.0 96 Sandy silt
11 9 15.5 109 76 Sandy clayey silt
12 4 6.1 117 Sandy silty clay
14 4 8.5 109 91 31 13 Slightly sandy silty clay
15 4 14.3 112 Sandy silty clay
10 . .14.5 71 Sandy silty clay
14 14.4 112 17 25 58 Sandy gravelly silt
16 14 3.2 34 24 42 Silty sand and gravel
17 9 5.9 115 Sandy silty clay
HEPWORTH-PAWLAK GEOTECHNICAL, INC.
TABLE 1 Job No. 105 115-6
SUMMARY OF LABORATORY TEST RESULTS
~e 0 p 3 f3
SAMPLE LOCATION NATURAL NATURAL GRADATION PERCENT ATTERBERG UMITS UNCONFINED
MOISTURE DRY GRAVEL SAND PASSING UQU!O PLASTIC COMPRESSIVE SOIL OR BORINGS DEPTH CONTENT DENSITY NO. 200 UMIT INDEX STRENGTH BEDROCK 1YPE (%) (%) SIEVE
(It) . (%) ~ (%) (%) (PSFl
18 9 3.6 104 58 Sandy silt with gravel
14 3.6 109 Sandy silty and clay
19 9 1.7 120 38 36 . 26 Silty sand and gravel
20 4 1.9 103 36 Silty sand and gravel
21 14 3.3 108 Sandy silt and clay
22 4 3.3 38 39 23 Silty sand and gravel
19 3.4 109 Sandy silt and clay
Silty sand and gravel
23 4 1.3 27 Silty sand and gravel
24 9 2.6 46 Very silty sand with gravel
25 9 4.6 105 62 Sandy silt and clay
14 4.1 112 64 Sandy silty and clay
EXHIBIT A
THE Al!J'J<N.(;:{!J,I:Jl:CTI!l~L c·~ , ..•• ·•
FREEDOM PROA~~f~'I'~'W~l1 C9~'I'Mj:'!')
THIS CONSTRUCTION CONTRACT ("Contract") is made and entered into between IRONBRIDGE ASPEN
COLLECTION LLC, a Colorado limited liability company ("Contractor"), whose address is 410 lronbridge Road, Glenwood
Springs, Colorado 8I601, whose telephone number is (970) 945-4300, and whose facsimile number is (970) 928-8865, and
Vc..N..Jl K.Sg.cl-o1'nt l-\e~nn 1\e:\\1.2} ("Owner"), whose add~ is
:i I b2. lOt k Lo.x\e. , Ba..sa.L-1: g; le <-I , whose telephone number is .f.JcJ':Jjk'-l,.~'lllla::J whose
facsimile number is ;;:·:;:-~f . This Contract is entered into this ~Y of A.pril.. , 2~(!:jl,~ve
Date"). This Contract is entered into in connection with and pursuant to Contractor and Owner's Freedom Program Purchase and
Sale Agreement dated A.p·/t \ 1-\_ , 2006 Terms defined in the Freedom Program Purchase and Sales Agreement
and used in this Contract shall hold the same definition in this Contract. The construction of the Residence on the Lot, each as
defined in the Freedom Program Purchase and Sale Agreement shall be referred to herein as (the "House").
J. Contactor's Scope of Work. Contractor's scope of work shall consist of construction services for the House as set forth
below, which collectively shall be referred to herein as the "Work."
2. Plans
a. Contractor has prepared the following drawings. consistent with other homes in the Project, as defined in the
Freedom Program Purchase and Sale Agreement, and constructed by Contractor:
i. z:z..o 2... .1>
ii.
iii. _____ (collectively, the "Plans").
3. Construction Services
a. Contractor shall procure and pay for all permits, licenses, approvals and inspections required for the House.
b. Contractor shall provide or cause to be provided all labor, materials~ equipment and services to construct the House in
a workmanlike manner, consistent with homebuilding industry standards in Garfield County, pursuant to the Plans.
Contractor shall not be responsible for furnishing or constructing any improvements or performing any work unless
the same are specifically set forth in the Plans or in this Contract
4. Owner's Responsibilities
a. Owner shall cooperate with Contractor in securing any permits, licenses) approvals and inspections for the House.
b. Upon Contractor)s request, Owner shall provide all "Requested Information" to Contractor in a timely manner) and
shall be available to meet with ContTactor to approve plans and review the progress of the Work. Requested
Information shall include, but not necessarily be limited to:
i. proof of financing
H. Design and Architectural Option selections by the associated design selection dates
iii. change order requests
iv. proof of necessary insurance
c. Owner specifically agrees and acknowledges that financing for the House is the sole and exclusive obligation of
Owner) and Owner's ability to obtain financing is not a condition precedent to Owner's obligations set forth in this
Contract. Owner represents that Owner is qualified to obtain such financing and/or has available funds in the amount
necessary to complete the House. Owner agrees to promptly seek and obtain any and all required financing for the
House. Owner agrees to provide Contractor with proof, satisfactory to Contractor, that Owner's financing for the
House has been finalized, and agrees that Contractor is not obligated to proceed with construction on the House until
such proof is delivered to Contractor and the Closing of the Lot has occurred.
Form Date: 2!15/08
15 OF 23
d. Owner agrees not to let or enter into any other contracts in connection with the House or the Lot without the prior
written approval of Contractor. Owner acknowledges and agrees that entering into any contract or permitting any
other contractor onto the Lot may impede the Contractor's ability to manage the cost of the House and timely
complete performance of the Work as contemplated herein. Violation of this provision, shall, in addition to any other
remedies set forth herein, penn it Contractor to exercise its termination rights as specified herein.
e. Within three (3) days after substantial completion of the Work~ Owner shall notify all utility suppliers that Owner is
responsible for utility expenses from and after the date of substantial completion.
5. Time
a. Without limiting the foregoing, Owner agrees to provide all Requested Information to Contractor to start construction
within three (3) months of the date on which the Closing of the Lot occurs. Should Owner delay commencement
construction beyond said three (3) months, Owner shall pay Contractor the sum of Five Thousand Dollars
($5,000.00) per month, allocated for fractional portions of months ("Extension Fee"). The parties hereby agree that
Contractor's actual damages for such Owner delay cannot be calculated now with certainty, and that Liquidated
Damages are a reasonable estimate thereof.
b. Provided that Owner has complied with all of its obllgations hereunder, including but not limited to timely payment
of all sums due to Contractor, and Owner has secured financing for the House and delivered satisfactory proof
thereof to Contractor, and Closing of the Lot has occurred, Contractor shall commence construction at the House Site
within sixty (60) days after the issuance of a building pennit in the Owner's name, as evidenced by accurate
installation of the foundation forms (the 1'Commencement Date").
c. Substantial Completion of the House shall occur within ten (1 0) months after the Commencement Date (the
"Completion Date"). The Completion Date may be extended on account of:
i. labor disputes;
ii. fire or other damage to the House, including interior damage;
iii. material or labor shortages;
iv. transportation delays;
v. governmental action;
vi. unusual weather conditions;
vii. change orders or delays caused by Owner;
viii. the failure of Owner to provide infonnation and/or approvals in a timely manner; or
ix. any other causes which are beyond Contractor's control or which may otherwise justify the delay; and
x. Force Majeure events.
d. Without limiting the foregoing, Owner agrees to provide all required information to Contractor to substantially
complete construction by the Completion Date. Should either party delay Substantial Completion ofthe House
beyond the Completion Date, the delaying party shall pay the other party the sum of Five Thousand Dollars
($.5,000.00) per month, allocated for fractional portions of months as an Extension Fee. The parties hereby agree that
actual damages for such delays cannot be calculated now with certainty, and that these Liquidated Damages are a
reasonable estimate thereof.
6, Ownership of Plans. Owner agrees and acknowledges that the Plans, and any amendments or revisions thereto, are and
shall remain the sole and excJusive property of Contractor, and Owner agrees not to sell, transfer, assign, use, copy or
share the same with any person or entity without the prior and express written consent of Contractor, which may be
withheld in Contractor's sole discretion.
7. Contract Price.
a. Owner shall pay Contractor the sum o~a kvlldred+wud:y {, ve th.ouJo..nd,
-tu lm~ qoe, Y"\O{J 0 C -Dollars ($:.zM> 0:1./ .00) ("ContractPfiCe'iib(iicrfonnance of
the Work~ich amount shall be paid in accordance with the payment provisions set forth in this Contract.
b. Owner acknowledges that upon the execution of any change orders during the course of construction, the Contract
Price may increase, and in such event Owner shall pay to Contractor such increase upon execution of the change
order, and prior to Contractor's performance of any work in connection with the change order.
8. Payment Procedure.
a. Owner shall make, or cause Owner's lender to make, progress payments for the Work in accordance with the
schedule attached hereto as Exhibit A-1 ("Draw Schedule") or at any intermediate point based on the percentage of
completion of work at that time identified by inspection. Progress payments shall be delivered to Contractor within
fonn Date: 2115108
16 OF 23
five {5) days after Owner's receipt of Contractor's request for payment, which requests for payment shall include a
blanket lien waiver statement relating to all parties who provided labor and/or materials applicable to the previous
request for payment.
b. In the event that at any time the amount of Owner's loan available for distribution is less than the amount of the
Contract Price remaining to be paid, Owner shall deposit the difference into a construction control account and
execute a customary construction control agreement with respect to the holding and distribution of said sum prior to
Contractor's obligation to commence or continue construction at the House Site. Owner shall be responsible for the
payment of any fees in connection with the construction control.
c. Within ten (IO) days after substantial completion of the Work, Owner shall pay all remaining amounts due under this
Contract.
d. All monies not paid when due as provided herein shall bear interest at the rate of eighteen percent (18%) per annum.
e. In the event any installment is not paid when due, Contractor may exercise any remedy set forth in this Contract or
exercise any other legal and/or equitable rights which may be necessary or appropriate to enforce this Contract.
9. Changes in the Work
a. Buyer understands, acknowledges and agrees that the Contract Price includes only the items set forth in the document
attached hereto as Exhibit B {"Features List"). These are referred to herein as (~<Standard Selections").
b. Additions, upgrades, and/or optional items which are made available to Owner shall be selected, contracted and paid
for in a separate contract with Contractor or by Change Order.
c. Contractor may offer pre~designed and priced options for each Residence to Owner.
i. Options which change the architectural design of the Residence, such as an additional garage bay, are
referred to as architectural options ("Architectural Options").
ii. Options which change the materials and colors of the Residence, such as carpet type and/or color, are
referred to as design options {"Design Options").
m. Together these are often referred to as ("Options').
d. Changes to the Work that are not a pre~designed and priced Architectural Option or Design Options are referred to as
change orders ("Change Orders").
i. All change orders shall specifY the following:
l. the change in the Work,
2. the adjustment to the Contract Price, if applicable, and
3. the adjustment to the Completion Date~ if applicable.
e. Changes in the Work can only occur by purchasing an Architectural Option, purchasing a Design Option or by
written Change Order prepared and approved by Contractor.
f. Options will be offered to the Owner, provided the following conditions have been adhered to:
i. Options must be selected in a timely manner. Each Option is assigned one of three dates which are referred
to as Design Selection I ("DSI"), Design Selection 2 ("DS2") and Design Selection 3 ("DS3"). DSI is
seven (7) days after closing, DS2 is forty five (45) days after closing and DS3 is ninety (90) days after
closing.
ii. Should Owner fail to select Options on or before the applicable design selection date, SeHer shaH have the
right to either stop work, install the standard selection or deny the Option.
iii. Options and Change Orders shall be selected subsequent to the execution of this Agreement. Payment in the
amount of 1 00% of the price of each Option or Change Order shaH be due when each Option or Change
Order is ordered.
g. ALL PAYMENTS FOR OPTIONS AND CHANGE ORDERS ARE NON-REFUNDABLE TO OWNER
h. All Option purchases and Change Orders shall be executed by both the Owner and the Contractor and paid for by
Owner, prior to the commencement of the work set forth therein.
i. In the event that any increase in the cost of construction arises because of a change in applicable governmental
regulations taking effect after the date of this Contract, such revision or condition shall be the basis for a Change
Order and Contractor shall receive appropriate compensation for making such change.
10. Possession and Use of the Lot. Upon the Closing of the Lot, Owner is deemed to have conveyed to Contractor an
absolute and exclusive right to possess and use the Lot. Owner shall not enter the Lot unless accompanied by an
authorized representative of Contractor. Owner shall not instruct, direct or otherwise contact Contractor's laborers,
subcontractors or consultants. Contractor shall pennit access to the Lot by inspectors of Owner's lender. Contractor shall
return possession of the Lot to Owner at the time that all payments and obligations required of the Owner have been fully
paid and performed by the Owner. If possession of the House and Lot' is taken by the Owner before Owner's obligations
set forth in this Contract are fully performed and without the prior written consent of Contractor. Owner shall be deemed
to have accepted the Work as complete and satisfactory, in compliance of all of Contractor's obligations hereunder.
Fonn Date: 2/15/08
170F23
11. Walk Through.
a. Upon notice from Contractor to Owner, Owner and Contractor shall schedule a walkwthrough of Owner's home and
shall compile a list of any items which are materially not in accordance with approved plans and specifications, or do
not materially conform to Garfield County standards. Contractor shall repair, replace or otherwise remedy the items
within a reasonable time after Substantial Completion.
b. Notwithstanding the fact that additional work may be required to correct the items, if the House has reached
Substantial Completion, then no funds shall be withheld from Contractor for these items.
c. After Substantial Completion, the Limited Seller's Warranty included in the Freedom Program Purchase and Sale
Agreement shall apply.
12. No Assignment. This Contract shall not be assigned by Owner or Contractor to any other party except after the prior
written consent of Owner or Contractor, which consent may be reserved in Owner's or Contractor's sole discretion. If
Owner or Contractor assigns any of Owner's or Contractor's rights under this Contract to any other party in violation of
this provision, said assignment shall be void and of no effect, and Owner shall be in default hereunder. Notwithstanding
the foregoing, Contractor consents to a collateral assignment of this Contract to Owner's lender pursuant to Owner's
agreement with its lender.
13. Insurance.
a. Owner shall procure and maintain during the term of this Contract the following policies of insurance:
i. Course of Construction insurance in the amount of the Contract Price;
ii. Homeowner's insurance, and a fire and extended risk insurance policy~ covering the House and Lot, in an
amount not less than the Purchase Price, together with insurance <::overing Joss or damage to Owner's
personal property, and Owner's personal liability for injuries which may be sustained within the Property;
and
111. Comprehensive General Liability insurance in the amount of$1 ,000,000.
b. Contractor shall maintain during the tenn of this Contract:
i. Workers compensation insurance, as required by law.
14. Termination of the Contract upon Termination of the Freedom Plan Purchase and Sale Agreement. This Contract shall
be deemed terminated upon the termination ofthe Freedom Plan Purcha~e and Sale Agreement for any reason. In such
event, unless the cause of such termination is the default of Contractor as selJer under the Freedom Plan Purchase and
Sale Agreement, Contractor shaH be entitled to retain all other amount(s) previously paid to Contractor or otherwise due
to Contractor under this Contract.
15. Contractor's Right to Stop Work and Tenninate Contract. In addition to all other remedies set forth in this Contract, in
the event that any payment is not made in full within five (5) days after such payment is due, or Owner fails to perform
any of its duties under this Contract within ten (1 0) days after written notice from Contractor, Contractor may stop the
Work until payment is made or Owner fulfills its duties. Should the Work be stopped for a period of fifteen (15) days or
more upon Owner•s failure to make a progress payment or as a result of any other act, omission or neglect of the Owner,
then Contractor may, upon providing written notice to Owner, terminate this Contract. Upon such tennination, the
Contractor may recover from the Owner payment for all work completed and for any loss sustained by the Contractor for
materials, equipment, tools, or machinery to the extent of actual loss thereon, plus an amount equal to the Contractor's
anticipated profit under this Contract, plus interest on the foregoing amounts at the rate of eighteen percent (18%) per
annum.
16. Alternative Dispute Resolution. Owner and Contractor agree to be bound by the alternative dispute resolution procedures
set forth in the Declaration. Any and·aiJ claims, disputes and controversies arising between Owner and Contractor,
whether before or after Closing, relating to this Contract or its subject matter, including, but not limited to) any alleged
construction defect, shaH be submitted to final and binding arbitration.
17. Notices. All notices required by this Contract shall be in writing and shall be given by any of the following means to the
below 1 is ted addresses or fax numbers:
a. certified or registered mail, postage prepaid) return receipt requested, in which case notice shall be deemed delivered
three (3) business days after the postmark date;
b. recognized commercial overnight courier, in which case notice shall be deemed delivered one ( l) business day after
Form Date: 2/15/0S
18 OF 23
receipt for delivery by the courier;
c. electronic mail transmission with confinned receipt,
d. telecopy transmittal ("fax"), in which case notice shall be deemed delivered upon fax confirmation of transmission to
the intended party; or
e. personal delivery, in which case the notice shall be effective when received.
f. Notice shall be given to Contractor to:
410 lronbridge Dr.
Glenwood Springs, CO 81601
g. Notice shall be given t9 Owner to: • ~• ,_ _ _ 0 ;_,. t I ..
DAn! el 5arh::U 10 .t '• 'll!/Q' )UJ1 "' """"\
toz.. c~7., 1 K.et~..\<..e.o..lo...ni {Q ho+rn~ · c:~
h. Notice of chanii''5r;~!r~ ~all be~~li~:ft}~n notice in the manner described in this section. Rejection or
other refusal to accept a notice or the inability to deliver a notice because of changed address of which no notice was
given shall be deemed to constitute receipt of the notice sent.
18. Contractor's Limited Warranty. Contractor shall provide a one~year limited warranty on the house as provided for in
the Freedom Program Purchase and Sales Agreement.
19. Contractor's Disclaimers. Contractor makes no representation or warranty, and shall in no event be responsible for the
following:
a. Hazardous materials (as defined by applicable law) in the House or on the Lo~
b. Homeowner~s association assessments andfor property taxes applicable to the Lot;
c. Owner's finanCing of the Work;
d. Any work or materials not supplied or installed by Contractor pursuant to this Contract; or
e. All of the matters described in the disclosures and disclaimers set forth in the Freedom Plan Purchase and Sale
Agreement, which disclosures and disclaimers are fully incorporated herein by this reference.
20. General Provisions.
a. This Contract shall be governed by the laws of the State of Colorado. Jurisdiction and venue for any action
concerning this Contract shall be in Garfield County, Colorado.
b. In the event of any litigation or other proceedings between the parties concerning this Contract. the prevailing party
shall be entitled to the payment by the nonprevailing party of all of its reasonable attorneys• fees~ court costs, and
litigation expenses.
c. This Contract constitutes the entire agreement between the parties and any prior understandings, agreement~ or
representations of any kind whatsoever preceding the date of this Contract shall not be binding upon either party
except to the extent that they are specifically incorporated into this Contract.
d. This Contract shall be binding upon and inure to the benefit of the parties hereto and to their respective heirs)
representatives, successors and permitted assignees. This Contract is intended for the exclusive benefit of Owner and
Contractor and is not intended and shall not be interpreted as conferring any benefit on any third party.
e. This Contract and any amendments to this Contract may be executed in any number of counterparts, each of which
shall be deemed an original and all taken together shall constitute one and the same agreement. Fax copies of this
Contract and any amendments to this Contract and fax signatures thereon shall have the same force, effect, and legal
status of originals.
f. If any provision of this Contract is or shaH become invalid or unenforceable, the remaining provisions of this
Contract shall not be affected.
g. Time is of the essence in each and every tenn and provision of this Contract. All references to days herein shall be
deemed to refer to calendar days unless otherwise specified. ln the event that the final date for perfonnance of any
act required by this Contract falls on a Saturday, Sunday, or legal holiday, such act may be perfonned on the next day
which is not a Saturday~ Sunday, or legal holiday.
h. The waiver of a breach of any provision in this Contract shall not be construed as a waiver of any other breach of the
same or other provision of this Contract, including the time of performance of any provision.
i. Owner understands that this Contract is a legally binding con1ract. Owner represents and warrants that Owner bas
read the terms and conditions of this Contract, and has had a full and fair opportunity to consult with legal counsel of
Owner's own choosing concerning this Contract.
Fonn Date: 2115/08
19 OF 23
EXECUTED to be effective as of the date of the date first written above.
CONTRACTOR: OWNER:
IRONBRIDGE ASPEN COLLECTION LLC,
foml Date: :211.5/08
200F23
Fomt Date: 2/lS/08
EXHIBIT A-!
(Draw Schedule insert)
21 OF 23
EXHIBIT A-1
DRAW SCHEDULE
lronbridge Aspen Collection, LLC
February 14, 2008
Plan No: 2202 D
Foundation: Post Tension Slab on Grade
Descrietion % Cost
Pennits, Engineering, Survey 5% $ 11,251
Sitework 4% $ 9,001
Foundation 7% $ 15,751
Framing 20% $ 45,004
Roofing 5% $ 11,251
Plumbing 5% $ 11,251
Electrical 3% $ 6,751
HVAC 4% $ 9,001
Windows, Doors, Trim 7% $ 15,751
Insulation 1% $ 2,250
Exterior Finishes 5% $ 11,251
Painting 6% $ 13,501
Drywall 4% $ 9,001
Flooring 3% $ 6,751
Tile 2% $ 4,500
Cabinets 2% $ 4,500
Appliances 1% $ 2,250
Landscaping (if applicable), Driveways, Sitework 7% $ 15,751
General Conditions 2% $ 4500
Total Cost 93% $ 209,269
Contractor Fee 7% $ 15,751
Total Contractor Cost and Fee 100% $ 225,021
Forn1 Date: 2/15/08
EXHIBITB
(Features List insert)
22 OF 23
GOLF CLUB AND MOUNTAIN COMMUNITY
IRONBRIDGE ASPEN CO(,LECTION LLC
February 7, 2008
ENERGY PERFORMANCE FEATURES
• Fully-engineered Air and Water Infiltration
Package
o Double-paned Low-E Glass
o Air Infiltration-protected Electrical
Outlets
o Fully-wrapped and Sealed Window
Openings
o Weather Stripping on Exterior Doors
o Air Barrier Weather Stripping at
Foundation
o Under-slab Vapor Barriers
• High-efficiency Fwnace
• High-efficiency 48 Gallon Hot Water Heater
• Insulated Exterior Doors and Garage Door
• Outside Fresh Air Exchanger
ROOFING
• 40-year Asphalt Shingles
• Pre-finished Gutters and Downspouts
WINDOWS&DOORS
• Lifetime Warranty Energy Star-rated
Windows
• Double-paned Low-E Glass
• ThermatruFiberglass Insulated Entry Door
ELECTRICAL
• Phone/Data/TV Ports in Kirohen, Grest Room
and Master Bedroom
• Photo Cell Automatic Exterior Sconces
• Decorative Fixtures at Kirohen, Dining.
Bathrooms, Walk-in Closets
• Swirohed Outlets in Great Room and
Bedrooms
• Recessed Can Lights in Kirohen & Hallways
1 of2
HEATING & VENTILATION
• Exhaust Fans: Energy Star-rated Whisper
Fans, Vented to Exrorior
• Power-vented Active Radon Mitigation
System
• Heated Garage
GARAGE DOORS
• lnsulated Door
• J>re.wtrad Garage Doer Opener Outlet
APPLIANCES
• GE Gas Range
• Range Exhaust Hood
• Built-in GE Dishwasher
INTERIOR FINISHES AND FLOORING
• Hand-textured Painted Walls
• Square Drywall Comers
• 9-ft. Ceiliogs
• I ()..ft. Coffered Ceiling in Master Bedroom
• Vinyl Flooring at Kirobens, Bathrooms and
Mudrooms
• Carpeting in all Bedrooms and Great Room
• Ceramic Tile Tub Deck in Master Balli
• Fnll-height Fiberglass Shower and Tub
Enclosures
GOLF CLUB AND MOUN1:i'\IN COMMUNITY
IRONBRIDGE ASPEN COLLECTION LLC
February 7, 2008
INTERIOR DOORS, TRlM & CABINETS
• Interior Doors: Sante Fe Style Hollow Core
• Closets: Stained Rods and Painted Shelves
• Painted Baseboards aod Door Casings
• Painted Extended Window Sills and Aprons
• Laminate Countertops
• Cabinets: Hickory
o 30" Uppers at Kitchen
o Raised Panel Style Doors
o 36" High Vanities
o Adjustable Shelves
o Raised Bar Countertop
PLUMBING FIXTURES & SHOWER
ENCLOSURES
o Soaker Tub in Master Bath
• Pedestal Sink in Powder Rooms
• Icemaker-Iine to Refrigerator
• Mirror over all Vanity Cabinets
EXTERIOR
• Asphalt Driveway with Concrete Walk and
Covered Front Porches
• In-ground Drainage System
• Landscaping, lnigation and Drainage
• Stucco, StoiW & Rough-Sawn Wood Finishes
1HE TOTAL NUMBER, DESIGN, LAYOUT AND LOCATION OF LOTS, LANDSCAPING, LAKES,
RESIDENCES AND UNIT MIX AND 1HE LOCATION, DESIGN AND LAYOUT OF
RECREATIONAL FACILITIES MAY BE CHANGED DUE TO A NUMBER OF CIRCUMSTANCES,
INCLUDING GOVERNMENTAL REQUIREMENTS, MARKET DEMAND AND COST
CONSTRAINTS. THERE IS NO ASSURANCE THAT 1HE FUTURE IMPROVEMENTS AND
FACILITIES DESCRIBED WILL BE CONSTRUCTED. DIMENSIONS AND RESIDENCE SIZE ARE
APPROXIMATE IN NATURE AND ARE NOT INTENDED FOR FINAL REFERENCE AS PLANS
ARE NOT TO SCALE. LB ROSE RANCH LLC, IRONBRIDGE HOMES LLC, IRONBRIDGE
MOUNTAIN COTTAGES LLC AND IRONBRIDGE ASPEN COLLECTION LLC RESERVE 1HE
RIGHT TO MAKE MODIFICATIONS IN LOT AND RESIDENCE PRICES AND MAKE
MODIFICATIONS IN MATERIALS AND SPECIFICATIONS AT ANY TIME WITiiOUT PRIOR
NOTICE. OWNERSHIP OF A RESIDENCE OR LOT DOES NOT INCLUDE CLUB MEMBERSHIP
OR RIGHTS IN THE COUNTRY CLUB FACILITIES.
2of2
EXHIBITB-1
PROJECT DOCUMENTS ACKNOWLEDGEMENT
The Purchaser, as witnessed by the signature(s) below, acknowledges that as specified in the Purchase and Sale Agreement,
Paragraph 5(A), Title Policy, will receive all recorded documents that relate to the Property from the Title Company within ten
days from mutual execution of the Contract. Said documents are referred to as all Schedule B~2 exception documents as listed in
the Commitment to Provide a Title Jnsurance Policy.
Said Documents are provided on a computer disc, however the Buyer may request from the Title Company printed copies of any
or all documents provided on the disc.
As referenced in Paragraph 5(E) and 5(F), "Project Documents" and "The Aspen Collection Association", of the Purchase and Sale
Agreement, there are additional documents relating to the Property which are considered to be unrecorded documents that relate to
the Title of the Property. These documents are provided by the Seller and the IPOA/TACA through the website of the community
which is accessible at www.ironbridgecJub.com by logging into the site under member's login by using the password 2345. By
signing below, the Purchaser acknowledges the ability to review and the receipt of said documents through the website listed
above during the Title Review Period. Purchaser may request printed copies of said documents in the event that they arc unable to
access the documents through the website.
'Date
tfl-t/oR'
January I, 2008
Fonn Date: 2115/08
23 OF 23
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n
CHAFFIN LIGHT
Real Estate
ChafrmLightReal Estate • POBox 650 • Basalt, CO 81621 • Phone: 970-927-8080 • Fax: 970-927-3944
DIFFERENT BROKERAGE RELATIONSHJPS ARE AVAILABLE WHICH INCLUDE SELLER AGENCY, BUYER
AGENCY OR TRANSACTION-BROKERAGE.
BRO~GE DISCLOSURE TO
T'BUYER DTENANT
DEFINITIONS OF WORKING RELATIONSJDPS
For purposes of this disclosure, seller also means landlord (which includes sublandlord) and buyer also means tenant
(which iucludes subtenant).
Seller's Agent: A seller's agent works solely on bebalf of the seller to promote the interests of the seller with the utmost good
fuith, loyalty and fidelity. The agent negotiates on bebalf of and aets as an advocate for the seller. The seller's agent must disclose
to potential buyers all adverse material facts actually known by the seller's agent about the properly. A separate written listing
agreement is required which sets forth the duties and obligations of the broker and the seller.
Buyer's Agent: A buyer's agent works solely on bebalf of the buyer to promote the interests of the buyer with the utmost good
fuith, loyalty and fidelity. The agent negotiates on behalf of and acts as an advocate fur the buyer. The buyer's agent must disclose
to potential sellers all adverse material facts actually known by the buyer's agent, including the buyer's financial ability to perform
the terms of the transaction and, if a residential properlY, whether the buyer intends to occupy the properlY. A separate written
buyer agency agreement is required which sets forlh the duties and ooligations of the broker and the buyer.
Transaction-Broker: A transaction-broker assists the buyer or seller or both throughout a real estate transaction by
perfornting terms of auy written or oral agreement, fully infurnting the parties, presenting all olfers and assisting the pariies with
any contracts, including the closing of the transaction, without being an agent or advocate for any of the parties. A transaction-
broker must use reasonable skill and care in the perfOrmance of auy oral or written agreement, and must make the same
disclosures as agents about all adverse material facts actually known by the transaction-broker concerning a prOJlCriY or a buyer's
financial ability to perform the terms of a transaction and, if a residential properlY, whether the buyer intends to occupy the
properlY. No written agreement is required.
Customer: A customer is a pariY to a real estate transaction with whom the broker has no brokerage relationship becanse such
pariY bas not engaged or employed the broker, either as the party's agent or as the par!Y's transaction-broker.
RELA TIONSJDP BETWEEN BROKER AND BUYER
Broker and Boyer referenced below have NOT entered into a buyer agency agreement. The working relationship specified below
is for a specific proper!Y described as:
or real estate which substantially meets the following requirements:
CHECK ONE BOX ONLY:
~ Customer: Broker is the seller's agentandBuyer is a customer.
D Customer for Broker's Uslings-Transaction-Brokerage for Other Propel1ies: When Broker is the seller's agent,
Buyer is a customer. When Broker is not the seller's agent, Broker is a transaction-broker assisting in the transaction.
PREPARED BY: Bob Jacobson, Managing Broker
Brokerage Disclosure to Buyerffenant. Colorado Real Estate Commission
8024-1 ().06
Rea!FA$T® Software, ®2006, Version 6.16. Software Reglsto!Odto:Mart< Qvelslreet, c.-Light Real Eslato Page1 of2
0 Traosaction-Brokerage Only: Broker is a transaction-broker assisting in the transaction.
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If Broker is acting as a transaction-broker, Bnyer consents to Broker's disclosure of Bnyer's oonfidential infonnation to the
snpetvising broker or designee for the prupose of proper supeJVision, provided such supervising broker or designee shall not
further disclose such infonnation without consent of Bnyer, or use such infonnation to the detriment of Buyer.
THIS IS NOT A CONTRACT.
BUYER ACKNOWLEDGEMENT;
Buyer acknowledges that Bnyer has received this Brokerage Disclosure to Bnyer on Ar;(t l 9, Z.OOK
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BROKER ACKNOWLEDGEMENT:
On 1..\ ) L\ l 0 ~ , Broker provi~ ,.,_~.. _
&€)'A0--'113iPJ;;,A<. ~::::,"'-1 ,cu.f\
with this Brokerage Disclosure to Buyer at J: e.c.n 'o ('/ +er oaLQ.:::, { e (\ -k.r
(location) and retained a ropy for Broker's records.
Brokerage Ftnn's Name:
Chaffin Light aeal Estate
PO Box 650
Signature
Fax: (970)927-3944
PREPARED BY: Bob Jacobson, Managing Qroker
Brokerage Disclosure to Buyertr'-!nant. Colorado Real Estate Commission
BD24-10.0S
Rea1FA$T® Software, ®2008, Version 6.16. Software Registered to: Mark Overstreet, Chaffin Light Real Esbrte
Date
Page2of2
Parcel Detail Page I of 4
Garfield County Assessor/Treasurer
Parcel Detail Information
Assessor/Treasurer Property Search I Assessor Subset Query I Assessor
Sales Search
Clerk & Recorder Reception Search
Basic Building Characteristics I Tax Information
Parcel Detail I Value Detail I Sales Detail I Residential/Commercial
Improvement Detail
Land Detail I Photographs I Mill Levy Revenues Detail
[1;] Account Parcel 2007 Mill
Number Number Levy a
I 090 II R043506 ll239sot42929o II 64.976
Owner Name and Mailing Address
!SARTAIN, DANIEL K & REILLY, MEGHAN
14102 ELK LANE
/BASALT, CO 81621
Assessor's Parcel Description
(Not to be used as a legal description)
ISECT,TWN,RNG: 1-7-89 SUB:IRONBRIDGE
/PUD, PHASE II, FILING 1, 2 & 3
ILOT:290 PRE:R041509 BK:1596 PG:871
IBK:1565 PG:600 BK:1560 PG:438
IBK:1560 PG:431 BK:1057 PG:0745
IBK: 1028 PG:768 BK: 1028 PG:597
http:/ /www.garcoact.com/assessor/parcel.asp?ParcelN umber=2395.0 14 29290
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7/3/2008
Parcel Detail Page 2 of4
jBK:1006 PG:743 RECPT:750280 I
jRECPT:750279 BK:1822 PG:287 I
jRECPT:702424 BK: 1822 PG:283 I
IRECPT:702422 BK: 1822 PG:250 I
JRECPT:702421 BK: 1782 PG:269 I
!RECPT:6944 79 BK: 1782 PG:264 I
IRECPT:694478 BK:1747 PG:1 I
!RECPT:686745 BK:1218 PG:738 I
jRECPT:572583 BK:1218 PG:715 I
IRECPT:572582 BK: 1217 PG:266 I
JRECPT:572131 BK:1206 PG:852 I
jRECPT:569200 BK: 1206 PG:780 I
JRECPT:569199 BK:1206 PG:768 I
JRECPT:569197 BK:1206 PG:734 I
JRECPT:569195 BK:1206 PG:662 I
JRECPT:569194 BK:1206 PG:637 I
IRECPT:569192 BK:1206 PG:629 I
JRECPT:569191 BK:1206 PG:574 I
JRECPT:569190 BK:1063 PG:0578 I
IBK:l063 PG:0571 I
Location
PhysicaiiJ1315 RIVER BEND WAY GLENWOOD SPRINGS! Address:
!Subdivision: JIIRONBRIDGE PUD, PHASE II, FILING 1, 2 & I
!Land Acres: Jlo I
I Land Sq Ft: 114,005 II
I Section II Township II Range I
I 1 II 7 II 89 I
http://www.garcoact.com/assessor/parcel.asp?Parce!Number=23950!429290 7/3/2008
Parcel Detail Page 3 of4
2008 Property Tax Valuation Information
II Actual Value II Assessed Value [
I Land: [[ 82,510[[ 23,930[
[Improvements: [[ oil ol
I Total: II 82,51 oil 23,9301
Additional Value Detail
Most Recent Sale
Sale Date: 1[6/3/2008
Sale Price: 1[279,000
Additional Sales Detail
Basic Building Characteristics
Number of Residential lo I Buildings:
Number ofComm/lnd lo I Buildings:
No Building Records Found
Tax Information
[Tax Year [[ Transaction Type II Amount I
I 2007 II Tax Payment: Second Half II ($640.66)1
I 2007 II Tax Payment: First Half II ($640.66))
I 2007 II Tax Amount II $1,281.321
I 2006 II Tax Payment: Second Half II ($45.38)1
I 2006 II Tax Payment: First Half II ($45.38)1
I 2006 II Tax Amount II $90.761
http://www .garcoact.com/assessor/parcel.asp?ParcelN umber=23950 14 29290 7/3/2008