I

Garfield County Building & Planning Department

108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office:970·945·8212 Fax: 970-384-3470

Inspection Line: 970-384-5003

Building Permit No. \_\ ()'33

Parcel No: 2395-121-27-173

Locality: lronbridge PUD Ph2, Lot 173 ______ _

Job Address: 0045 Bent Grass Dr, GWS

Use of Building: _ ______ s/_f _on_c_s,_p _W_/a_tt_ac_h_ed---'g,.._a_ra_,.g_e __ &_c_ov_e_re_d_,_p_at_io ____ _

Owner: Thomson, Chad & Lisa

Contractor: Hansen Construction

Fees: Plan Check: $ 1,11 1.86 Septic:

Bldg Permit: $ 1,710.55 RFTA : $ 750.00

Total Fees: $ 3,572.41

Clerk: -~~C( Date: -~J-\J'g I

w

G/\RFIELD COUNTY fHJII.DING PERfv11T 1\PPI.IC/\TION I 08 8'11 Street. Suite 40 I. Glc n11 ood Springs. Co 8160 I

Phone: 970-945-82 12 I Fax: 970-384-3470 / Inspection Line: 970-384-5003 11 ' ' '' .garlic ld-count' .com

Parcel No: Clhis inlo rmalion is a,·ailabk a1 1hc assessors omcc 970-945-91 34)

C lass of Work: o /\ddition

Garage: Septi c: o ISDS

Driveway Permit: 011ncrs valuation of Work: $

i'iOTI CF:

Ph:

6...!!!!!.!!rih· This ;:~ppl icmion for a Ouilding. Penn it must be signed by I he Q,, ncr of the propeny. descri~d abm e. or an authoriz..:d ag.enl. If the !iignrttw·c hdo'' is not thru of the o,, ncr. a scparmc le iter of nuthori t). signed by the Owner. must be JH'O\ itlcd '' ith th is ApJ>Iicarion.

l.rgnl Acct'ss. A lluilding Permit cnnnot be issued '' ithout proof of legal and adctwatc ncccss ro the property for purposes of inspections by the Btulthng DCJMt tmcnt Or her l•e•·mits. \ 1ulliplc scp:mHl" permits may be required: (I) Stille Elcctricnl Permi t. (2) County IS DS Pcrmil. (:; )another p~:nnit fl'quin:d lOr usc on the p10p..:rty idcntili..:d ilbo\ 1!. l~.g. Still..: or

County llig.ll\\ ayt Road Acc..:ss or a State \\'astC\\ ater Discharge P~nn it .

\'oitll,ermil. A Ouilding. Permit becomes null and \"Oid if the \\Ork authorized is not conun..:nc..:d \\ithin ISO da)S of the date ofissu:lrh.:l' and ,r,, or~ is suspended or :-rbandoncd tOr a period of IRO days :tflcr commencement.

CEHTIFICATION I hereby cerlify 1ha11 ha,·e read I his Applicalion and 1ha11he in forma~ ion eo111aincd abo1·c is I rue and co•, ·ecl. lundersland 1ha11he Building Dcpm1m<nl acccpls 1hc Appllcalion. along 11i1h 111< plans and spcciftc:u ions and otlu!l" d:ua submined by me or on my bchalf(submitlals ). based UJX Ul my ccrtific:uiou as 10 :.ccuracy. Assuming completeness o ft he submiuals and appro"al of this Allplicatton. a l"lu ilding J>cnnit "ill be issued gmnting f>rnnission to me. as 0\\ner. to construct the sttu..:turcls ) :mel facilities tk tailcd on the submittals re\ic"cd by the Building Dcpm1mcnt. In considcratton oft he issuance of the Building Penn it. I ag.ree that I and my agents\\ ill campi) \\i th pro' isions of any federal. st:tte or local Ia" regul:'u ing the \\Of~ and the Garfield Count~ Autldmg Codo. ISDS rcgula1ions and applicable land usc regula! ions (Coullly Rcgulalion(s)). I ac~n011 ledge 1ha1 1hc Buildin!! Penni! may be suspended or rc1o~cd. upon nollce fro1111he Co111ny. if 1hc locauon. construction or use of the stmcture(s) and fhcility(ics). described abme. arc not in compliance \\ith County Regulat iou(s) or an~ other applicahle lrl\\ . I hereby grant pennission to the Building Dcpanmentco enter the proJ>el1y. described abo\ C. 10 inspect the \\Ork. 1 fin1her ac~IIO\\ ledge thar thc issuance oft he Omldm~ Permit docs not preHnt th~ Outlding Onicial from: C I) requiring the correction of enors in the subminals. if any. disco\crecl ;~llc r issuance: or (2) stopping construction or use of the stnlctu re(s) or t:1ci li t~ Cics ) if such is in\ iolation

~ounl) R~ul:1t ion(s 1 o r {UI) other :tpplicablc Ia\\ . Rc' IC\\ of this i\pflhcation. including submittals. and inspt.--ctions of t he \\ Of~ by the Ousldtn~ l)r pat1mc nt do not consti tute an occcptance of rt:~l)()n ss lnltt) 0 1 lialuli t~ U} the Count ~ C\f errors. o.ui ~'IOII" or dtscrcp:mcies As 1hc 0\\ IICI . I :1 · l!.C 1hat rcsponsibili1y for -.:ompliancc "llh fcdcrrsl. s.tntc and localla\\ sand County Rcgulntwns rest \\ilh me ancJ 111~ authon.t..:d :tgl·nt~. mchu..lmg. \\ eth(•ut li111itation Ill) archill•ct designer. 1gmccr an or builder I I I ERELl\" AC . \\'LEDGE "I I AT I H.·\\' . READ A 'D li~DERSTANf.l TilE 1\0TIO: & <:t:nTIFICATIO:\ AIJO\"E:

STAFF USE ONLY

Specia l Cond itions:

Adj usted Valuation: Plan Check Fcc: Permit Fcc: i\lanu horne Fcc: :\lise Fees :

22~ 753. ~ 1//1~ 17/0. 55' - 7SoE£ !Z-fTtf ISDS Fcc: Tota l Fees:

~~0~0~ Oalance Due:

~ BP No & tssur Da rr: IS I>S ~o & Issued Date:

3S7Z . t.f.!- 2 Lj f3 Z. ''oo-:s p~_VV\VVI Setbacks: OCCG roup: Const Type: Zoninl,!:

1§//~ 0 J?t~P

'd~# ~0r ct;~~ ~~pr APJ>HQ\'AI.

j ' :\PPI{0\'AI _'7 DATE

b~~{J ~ g,~'{? \ AJ ~ *-t(?-~ cfj

The following items are required by Garfield County for a final Inspection:

I ) A fin al Electrical Inspection from the Co lorado State Electrica l Inspector.

2) Permanent address assigned by Garfie ld County Building Department and posted at the structure and where readily visible from access road.

3) A finished roof; a lockable build ing; completed exterior siding; exterior doors and w indows installed; a complete kitchen with cabinets, sink with hot & cold running water. non-absorbent kitchen floor cover ing, counter tops and finished walls, ready for stove and refi·igerator; all necessary plumbing.

4) A II bathrooms must be complete, with washbo'vvl, tub or shower, toilet, hot and co ld running water, non-absorbent floors, walls fin ished. and privacy door.

5) Steps over three (3) ri sers, outside or inside must be must have handrail s. Ba lconies and decks over 30" high must be constructed to all IBC and IRC requirements including guardrai ls.

6) Outside grading completed so that water slopes away from the building;

7) Excepti ons to the outs ide steps, decks, grading may be made upon the demonstration of extenuating circumstances., i .e. weather. Under such ci rcumstances A Certificate o f Occupancy may be issued conditiona ll y.

8) A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation. where applicable; as wel l 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 HAVE 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.

OW ERS Sl NATURE !3app I icat ionclcccm ber2007

VALUATION FEE DETERMINATION

Applicant Address Date

Chad & Lisa Thomson Subdivision ~~~~~~~~-----------0045 Bent Grass Dr. GWS Lot/Block ~~~~~~~~~---------8/22/2008 Contractor ~~~~-------------------

Finished (Livable Area): Main

Upper

Lower

Other

Total

Basement: Unfinished

Square Feet

Valuation

Conversion of Unfinished to Finished

Total Valuation

Garage:

Carport:

Total Valuation

Crawl Space

Total Valuation

Decks/ Patios

Total

Covered

Open

Valuation

Type of Construction:

Occupancy:

Valuation

Total Valuation

1401 sq.ft

1264 sq.ft

sq.ft

sq.ft X $74.68

2665 sq.ft

sq.ftX $41.00

sq.ftX $33.68

600 sq.ft X $18.00

sq.ftX $12.00

1401 sq.ftX $9.00

221.75 sq.ft X $24.00

sq.ftX $12.00

Commercial

sf X

sf X

sf X sf X

sf X

sf X

Iron bridge PUD f ~ . ~ Lot 173 Hansen Construction

199,022.20

0.00

10,800.00

12,609.00

5,322.00

0.00

227,753.20

PLAN REVIEW CHECKLIST

Applicant /h~ ~tH-1

Building

L Engineered Foundation

L Driveway Permit

L surveyed Site Plan

t{A Septic Permit and Setbacks

£ Grade/Topography 30%

/ Attach Residential Plan Review List

_..!_Minimum Application Questionnaire

J Subdivision Plat Notes

AJ./A Fire Department Review

_L_ Valuation Determination/Fees

L Red Line Plans/Stamps/Sticker

V Attach Conditions

~Application Signed

~Plan Reviewer To Sign Application

v Parcel/Schedule No.

;Jj+ 40# Snowload Letter- Manf. Hms.

_J _ _ Soils Report

GENERAL NOTES:

Date ?pz.-/q $" --;~-;+-~--------

Planning/Zoning

~Property Line Setbacks

/ 30ft Stream Setbacks

/ Flood Plain

~Building Height

~Zoning Sign-off

J Road Impact Fees

~ HOAIDRC Approval

__:!__Grade/Topography 40%

z lanning Issues

Subdivision Plat Notes

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 SUBMITTEDFOR 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 (to) 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 l8"x24" and drawn to scale.

Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides w ith decks. balcony, steps, hand rail s 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 roo f. including re-bar, anchor bolts, pressure treated plates, floor j oists. wa ll studs and spac ing. insulation. sheeting, house-rap, (which is required), siding or any approved building material. Engineered foundations may be required.

A w indow schedule. A door schedule. A floor framing plan, a roo f framing plan. roo f 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. A ll o f 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 profess ional stamp on the drawing? Properti es wi th slopes of 30% or greater must be shown on the site plan. (NOTE Section: 106.2) Any site plan for the placement of any port ion of a structure within 50 ft. of a property line and not w ithin a previously surveyed bui lding enve lope on a subdivision fi nal 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 subdiv ision plat shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within X envelope. Yes

2. Does the site plan also include any other build ings 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 app lying for a building permit on is located on a corner lot. Special setbacks do

apply . \/ Yes )'-

---;,'-----

3. Does the site plan include w hen applicable the location of the !.S.O.S. ( Indiv idual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? Yes 'f.._

I

4. Does the site plan indicate the location and direction of the County or private road accessing the proper~} Yes f..._ _,/ t....--'-- - -

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 lim ited 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 perm it from the federal government or any combination. You can contact the Road & Bridge Department at 625-860 1. See phone book for other a~encies Yes

- ....!f-=----

6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing stee l in accordance with the I RC or per stamped engineered design? Yes X

7. Do the plans indicate the location and size of ventilat ion openings for under fl oor crawl spaces and the clearances required between wood and earth? Yes ,X No _ _ __ _

8. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits? Yes X No / ~ --------

9. Do the plans include des ign 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). fl oor loads and wind loads? Yes )(

7

10. Does the plan include a building section drawing indicating foundation, wall, fl oor, and roof construction? Yes )(

/

11. Does the bu ilding section draw ing include size and spacing of floor joists. wall studs. cei ling joists. roof ra ers or joists or trusses? Yes

~"'--------

12. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes )(

:;:;>

13. Does the elevation plan indicate the height of the building or proposed add ition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat roof? (Bu ilding height measurement usually not to exceed 25 feet) Ye~

14. Does the plan include any stove or zero clearance firep lace planned for installati on includ ing make and model and Colorado Phase II certifications or phase II EPA certification? Yes No )(

-/----r-~---

3

15. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the I RC? Yes ___________ No __ _,~~--------

16. Does the plan include a window schedule or other verification that egress/rescue windows tl·om sleeping ·ooms and/or basements comply with the requirements of the IRC? Yes ----,.£-------

17. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes '>L ,

18. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediate ly 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 sa fety glazing for these areas? Yes :x- No __________ __

19. Is the locati on of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes :J

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 "jL

21. Do you understand that if you belong to a Homeowners Association (HOA). 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 HOA 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 HOA that req uires either revocation or substantial modification of the plans. Yes 'j(

22. Will thi s be the only residential structure on the parcel? Yes "jL No lfno-Explain: _ _ ________ __

23. Have two (2) complete sets of construction drawings been submitted wi th the application? Yes \j..

24. Do you understand that the minimum dimension a home can be on a lot is 20ft.wide and 20ft. long? Yes X.

7

4

25. Have you designed or had thi s plan designed wh ile cons idering building and other construction code requir::rynts? Ycs_~-1-~--

26. Do your plans comply with all zoning rules and regulations in the County related to your properties zone dis~r·iiccJ? Yes '/-__ __._ ____ _

27. Does the plan accurately indicate what you intend to construct and what will receive a tina! inspection by the Garfield County Building Department? Yes '/

28. Do you understand that approval for design and/or construction changes are required pr·ior to the applicati'lo1 of these changes? Yes -----,1-"-----~-

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 y

30. Are you aware that you must call in for an inspection by 3:30 the business day befor·e the requested inspection in order to receive it the following business day? Inspections will be made from 7:30 a.m. to 3:30 p.m. Monday through Friday. Inspections arc to be called in to 384-5003. Yes )( No

> ------

31 . Are you aware that requesting inspections on work that is not ready or not accessible wi ll result in a $50.00 )Z·e-·nspection fee? Yes - +-"'-"------

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 rece iving a Certificate of Occupancy and occupancy of the building?y_· Yes - --j..,__ _ _ _

33. Are you aware that the Permit Application must be signed by the Owner or a wr itten authority being given fi~: n Agent and that the party responsible for the project must comply with the I RC? Yes - -1'-"------

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 app li cable i)(ns ection. Yes

----~~----------

35. Are you aware, that on the front of the Building Permit Application you will need to till in the Parcel/Schedule Number for the lot you are applying for thi s permit on prior to submittal of a building permit appl ication? Your attention in this is appreciated. Yes )C

36. Do you know that the local fire di strict may require you to submit plans for their review of fire sa fety issues? y Yes ~ (p lease check with the building department about thi s requirement)

37. Do you understand that if you are planning on doing any excavating or grad ing to the property prior· to issuance of a building permit that you will be required to obtain a grad ing permit? Yes ~

38. Are you aware that if you wi ll 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 Certificate of Occupancy? Yes ~

I hereby acknowle that I have read, understand and answered these questions to the best of my ability.

Phone: 32:;~ ' 3 Cjqt::, (d~y~ _ (even ings)

ProjectName: ::Cv:onbrJ eJ VDb j)h a LC>t CB ProjectAddress: DDlf5Bir;l b-r:d55 Dr G~'S

\) \~DM. Sol\_ ~QS l J~ce.. 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 Ofticial 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

~ech HEPWORTH- PAWLAK GEOTECHNICAL

SUBSOIL STUDY

Hep1VL)rth-Pa\\'l3k Geocedmica l, Inc. 5020 County Rond 154 Glenwood Springs, Colorado 8 1601 Phone: 970-945-7988

r-ax: 970-94 5-8454 email : hpgco@hH!CO tcch.com

FOR FOUNDATION DESIGN PROPOSED RESIDENCE LOTJ'ZJ,IDENT GRASS

IRONBRIDGE SOPRIS LOTS PHASE 2 GARFIELD COUNTY, COLORADO

JOB NO. 107 0486

SEPTEMBER 28, 2007

PREPARED FOR:

IRONBRIDGE HOMES, LLC ATTN: TEREASA BAKER 410 IRONBRIDGE DRIVE

GLENWOOD SPRINGS, COLORADO 81601

Parker 303-841-7119 • ColoradoSprings 719-633-5562 • Silverthorne 970-468- 1989

TABLE OF CONTENTS

PURPOSE AND SCOPE OF STUDY ........................................................................ - I -

PROPOSED CONSTRUCTION ................................................................................. - I -

SITE CONDITIONS ................................................................................................... - 2 -

GEOLOGY ................................................................................................................. - 2 -

FIELD EXPLORATION ............................................................................................ - 3-

SUBSURFACE CONDITIONS .................................................................................. - 3-

FOUNDATION BEARING CONDITIONS ............................................................... - 4-

DESIGN RECOMMENDATIONS ............................................................................. - 4-FOUNDATIONS .................................................................................................... - 4-FOUNDATION AND RETAINING WALLS ......................................................... - 5-FLOOR SLABS ...................................................................................................... - 6 -UNDERDRAIN SYSTEM ...................................................................................... - 7 -SURF ACE DRAINAGE ......................................................................................... - 8 -

LIMITATIONS .......................................................................................................... - 8 -

FIGURE 1 -LOCATION OF EXPLORATORY BORING

FIGURE 2- LOG OF EXPLORATORY BORING

FIGURE 3 - LEGEND AND NOTES

FIGURE 4- SWELL-CONSOLIDATION TEST RESULTS

TABLE I- SUMMARY OF LABORATORY TEST RESULTS

PURPOSE AND SCOPE OF STUDY

This report presents the results of a subsoil study for a proposed residence to be located

on Lot 173, Bent Grass, lronbridge Sopris Lots Phase 2, Garfield County, Colorado. The

project site is shown on Figure 1. The purpose of the study was to develop

recommendations for the foundation design. The study was conducted in accordance

with our agreement for geotechnical engineering services to Ironbridge Homes, LLC

dated June 22, 2007. We previously performed a preliminary geotechnical study for this

area ofthe Phase 2 subdivision development and presented our findings in a report dated

May 31, 2005, Job No. I 05 115-4. We also perfonned observation and testing of

compaction during the infrastructure and lot grading construction and presented those

fmdings in daily reports under Job No. 106 0367.

An exploratory boring was drilled on the lot to obtain information on the subsurface

conditions. Samples of the subsoils obtained during the field exploration were tested in

the laboratory to detcnnine their classification, compressibility or swell and other

engineering characteristics. The results of the field exploration and laboratory testing

were analyzed to develop recommendations for foundation types, depths and allowable

pressures for the proposed building foundation. This report summarizes the data obtained

during this study and presents our conclusions, design recommendations and other

geotechnical engineering considerations based on the proposed construction and the

subsurface conditions encountered.

PROPOSED CONSTRUCTION

The proposed residence will be a 2-story, wood frame structure with a walkout basement

level. Ground floors will be slab-on-grade. Grading for the structure is assumed to be

relatively minor with cut depths between about 3 to 8 feet. We assume relatively light

foundation loadings, typical ofthe proposed type of construction.

Job No. I 07 0486 ~tech

- 2-

If building loadings, location or grading plans change significantly from those described

above, we should be notified to re-evaluate the reconunendations contained in this report.

SITE CONDITIONS

The lot is located on the uphil~ southeastern side of Bent Grass adjacent to the southeast

side of the Mountain Cottages part of Phase 2. The underground utilities to the lot and

the roadway construction are complete. Ovcrlot grading during subdivision development

consists of relatively shallow cuts and fills. The 16th Hole of the golf course borders the

southeast side of the lot. The ground surface has been benched relatively flat and slopes

gently down to the east. Vegetation consists of sparse grass and weeds.

GEOLOGY

The geologic conditions were described in our previous report conducted for planning and

preliminary design of the overall subdivision development dated October 29, 1997, Job

No. 197 327. The surficial soils on the lot mainly consist of sandy silt debris fan deposits

overlying gravel terrace alluvium ofthe Roaring Fork River. The alluvium is

predominantly a clast-supported deposit of rounded gravel, cobbles and boulders up to

about 3 feet in size in a silty sand matrix that was encountered to depths of about 40 feet

below ground surface in the area of Lot I 73.

The underlying bedrock consists ofthe Eagle Valley Evaporite which contains gypsum

deposits and is generally associated with scattered sinkhole development in the Roaring

Fork River valley. A sinkhole was observed prior to the subdivision development in

Fairway 16 about 300 feet south of Lot 173. The sinkhole was backfilled during

construction of the golf course. Voids have not been encountered in borings drilled into

the bedrock near Lot 173 and the potential for subsidence due to dissolution of the

Evaporite throughout the service life of the residence, in our opinion, is low, but the

owners of the lot should be aware of the sinkhole potential and the risk of future

subsidence.

Job No. I 07 0486 ~tech

- 3-

FIELD EXPLORATION

The field exploration for the project was conducted on July 20, 2007. An exploratory

boring was drilled at the location shown on Figure I to evaluate the subsurface

conditions. The boring was advanced with 4-inch diameter continuous flight augers

powered by a truck-mounted CME-55 drill rig. The boring was logged by a

representative ofHepworth-Pawlak Geotechnical, Inc.

Samples ofthe subsoils were taken with 1-3/8 inch and 2 inch J.D. 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 ofthe

relative density or consistency of the subsoils. Depths at which the samples were taken

and the penetration resistance values are shown on the Log of Exploratory Boring, Figure

2. The samples were returned to our laboratory for review by the project engineer and

testing.

SUBSURFACE CONDITIONS

A graphic Jog of the subsoil profile encountered in the boring is shown on Figure 2. The

subsoils consist of about 4 feet of compacted silt, sand and clay mixed fill and 14 feet of

loose to medium dense, sandy silt overlying dense, slightly silty sandy gravel, cobbles

and boulders (terrace alluvium) down to the drilled depth of20 feet. Drilling in the dense

terrace alluvium with auger equipment was difficult due to the cobbles and boulders and

drilling refusal was encountered in the deposit. The existing fill material was placed

during the subdivision development and monitored during construction for compaction by

Hepworth-Pawlak Geotechnical.

Laboratory testing performed on samples obtained from the boring included natural

moisture content and density and finer than sand size gradation analyses. Results of

swell-consolidation testing performed on a relatively undisturbed drive sample of the silt

soil, presented on Figure 4, indicate low compressibility under existing low moisture

Job No. I 07 0486

- 4-

condition and light loading and a low collapse potential (settlement under constant load)

when wetted. The sample showed moderate compressibility under additional loading after

wetting. The laboratory test results are summarized in Table I.

No free water was encountered in the boring at the time drilling or when checked three

days later and the subsoils were slightly moist.

FOUNDATION BEARING CONDITIONS

The upper silt (debris fan) soils typically have low bearing capacity and low to moderate

settlement potential under light loading when wetted. Foundations that extend down to

the dense terrace alluvium would have moderate bearing capacity and low settlement risk.

Spread footings placed on the natural soils or compacted fill are recommended for

building support with some potential for differential settlement, mainly if the debris fan

soils are wetted.

DESIGN RECOMMENDATIONS

FOUNDATIONS

Considering the subsurface conditions encountered in the exploratory boring and the

nature of the proposed construction, we recommend the building be founded with spread

footings bearing on the natural soils or compacted structural fill.

The design and construction criteria presented below should be observed for a spread

footing foundation system.

I) Footings placed on the undisturbed natural soils or compacted fill should

be designed for an allowable bearing pressure of I ,000 psf. Based on

experience, we expect initial settlement of footings designed and

constructed as discussed in this section will be about I inch or less.

Additional differential settlement on the order of I to 2 inches could occur

if the debris fan soils are wetted.

Job No. I 07 0486

- 5-

2) The footings should have a minimwn width of20 inches for continuous

walls and 2 feet for isolated pads.

3) Exterior footings and footings beneath unheated areas should be provided

with adequate soil cover above their bearing elevation for frost protection.

Placement of foundations at least 36 inches below exterior grade is

typically used in this area.

4) Continuous foundation walls should be reinforced top and bottom to span

local anomalies such as by assuming an unsupp01ted 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) Any vegetation and loose disturbed soils should be removed and the

footing bearing level extended down to the firm natural soils or compacted

fill. The exposed soils in footing areas should then be moistened and

compacted.

6) A representative of the geotechnical engineer should observe all footing

excavations prior to concrete placement to evaluate bearing conditions.

FOUNDATION AND RETAINING WALLS

Foundation walls and retaining structures which are laterally supported and can be

expected to undergo only a slight amount of deflection should be designed for a lateral

earth pressure computed on the basis of an equivalent fluid unit weight of at least 55 pcf

for backfill consisting of the on-site soils. Cantilevered retaining structures which are

separate from the residence and can be expected to deflect sufficiently to mobilize the full

active earth pressure condition should be designed for a lateral earth pressure computed

on the basis of an equivalent fluid unit weight of at least 45 pcf for backfill consisting of

the on-site soils.

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 assume drained conditions behind the

Job No. I 07 0486 ~tech

-6-

walls and a horizontal backfill surface. The buildup of water behind a wall or an upward

sloping backfill surface will increase the lateral pressure imposed on a foundation wall or

retaining structure. An underdrain should be provided to prevent hydrostatic pressure

buildup behind walls.

Backfill should be placed in uniform lifts and compacted to at least 90% of the maximum

standard Proctor density at a moisture content near optimum. Backfill in pavement and

walkway areas should be compacted to at least 95% of the maximum standard Proctor

density. Care should be taken not to overcompact the backfill or use large equipment

near the wall, since this could cause excessive lateral pressure on the wall. Some

settlement of deep foundation wall backfill should be expected, even if the material is

placed correctly, and could result in distress to facilities constructed on the backfill.

The lateral resistance of foundation or retaining wall footings will be a combination of the

sliding resistance of the footing on the foundation materials and passive earth pressure

against the side of the footing. Resistance to sliding at the bottoms of the footings can be

calculated based on a coefficient of friction of0.35 for footings placed on fine-grained

soils. Passive pressure of compacted backfill against the sides of the footings can be

calculated using an equivalent fluid unit weight of300 pcf. The coefficient of friction

and passive pressure values recommended above assume ultimate soil strength. Suitable

factors of safety should be included in the design to limit the strain which will occur at

the ultimate strength, particularly in the case of passive resistance. Fill placed against the

sides of the footings to resist lateral loads should be compacted to at least 95% of the

maximum standard Proctor density at a moisture content near optimum.

FLOOR SLABS

The natural on-site soils and compacted fill are suitable to support lightly loaded slab-on­

grade construction. The upper silt soils have variable settlement potential when wetted

under load and there could be some post-construction slab movement if the subgrade soils

become wet. To reduce the effects of some differential movement, floor slabs should be

separated from all bearing walls and columns with expansion joints which allow

unrestrained veztical movement. Floor slab control joints should be used to reduce

Job No. 107 0486

- 7-

damage due to shrinkage cracking. The requirements for joint spacing and slab

reinforcement should be established by the designer based on experience and the intended

slab use. A minimum 4 inch layer of free-draining gravel should be placed beneath

basement level slabs to facilitate drainage. This material should consist of minus 2-inch

aggregate with at least 50% retained on the No. 4 sieve and less than 2% passing the No.

200 sieve.

All fill materials for support of floor slabs should be compacted to at least 95% of

maximum standard Proctor density at a moisture content near optimum. Required fill can

consist of the on-site soils devoid of vegetation, topsoil and oversized rock.

UNDERDRAIN SYSTEM

Although free water was 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 seasonalmnoff. Frozen ground during spring lUlloff can create a perched

condition. We recommend below-grade constmction, such as retaining walls and

basement areas, be protected from wetting and hydrostatic pressure buildup by an

underdrain system. An underdrain should not be provided around shallow foundations

(roughly 3 feet deep or less) and slab-on-grade garage areas.

The drains should consist of drainpipe placed in the bottom oft he wall backfill

surrounded above the invert level with free-draining granular material. The drain should

be placed at each level of excavation and at least I foot below lowest adjacent finish

grade and sloped at a minimum I% to a suitable gravity outlet or sump and pump. Free­

draining granular material used in the underdrain system should contain less than 2%

passing the No. 200 sieve, less than 50% passing the No. 4 sieve and have a maximum

size of2 inches. The drain gravel backfill should be at least I Y, feet deep. An

impervious membrane, such as a 30 mil PVC liner, should be placed in a trough shape

below the drain gravel and attached to the foundation wall with mastic to prevent wetting

of the bearing soils.

Job No. 107 0486

- 8-

SURFACE DRAINAGE

The following drainage precautions should be observed during construction and

maintained at all times after the building has been completed:

I) Inundation of the foundation excavations and underslab areas should be

avoided during construction.

2) Exterior backfill should be adjusted to near optimum moisture and

compacted to at least 95% of the maximum standard Proctor density in

pavement and slab areas and to at least 90% of the maximum standard

Proctor density in landscape areas.

3) The ground surface surrounding the exterior of the building should be

sloped to drain away Ji"om the foundation in all directions. We

recommend a minimum slope of 12 inches in the first 1 0 feet in unpaved

areas and a minimum slope of 3 inches in the first I 0 feet in paved areas.

Free-draining wall backfiii should be capped with about 2 feet of the on­

site, fine grained soils to reduce surface water infiltration.

4) Roof downspouts and drains should discharge well beyond the limits of all

backfill.

5) Landscaping which requires regular heavy irrigation, such as sod, should

be located at least 10 feet from foundation walls.

LIMITATIONS

This study has been conducted in accordance with generally accepted geotechnical

engineering principles and practices in this area at this time. We make no warranty either

express or implied. The conclusions and recommendations submitted in this report are

based upon the data obtained from the exploratory boring drilled at the location indicated

on Figure I, the proposed type of construction and our experience in the area. Our

services do not include determining the presence, prevention or possibility of mold or

other biological contaminants (MOBC) developing in the future. If the client is

concerned about MOBC, then a professional in this special field of practice should be

consulted. Our findings include interpolation and extrapolation of the subsurface

conditions identified at the exploratory boring and variations in the subsurface conditions

Job No. 107 0486

- 9-

may not become evident until excavation is performed. If conditions encountered during

construction appear different from those described in this report, we should be notified so

that re-evaluation of the recommendations may be made.

This report has been prepared for the exclusive usc by our client for design purposes. We

are not responsible for technical interpretations by others of our information. As the

project evolves, we should provide continued consultation and field services during

construction to review and monitor the implementation of our recommendations, and to

verifY that the recommendations have been appropriately interpreted. Significant design

changes may require additional analysis or modifications to the recommendations

presented herein. We recommend on-site observation of excavations and foundation

bearing strata and testing of structural fill by a representative of the geotechnical

engineer.

Respectfully Submitted,

HEPWORTH -PAWLAK GEOTECHNICAL, INC.

Steven L. Pawlak, P.

Reviewed by:

Daniel E. Hardin, P.E,

SLP/ksw

cc: Fuhrmann Engineering- Jamie Andreassen (jandreassen@fuhrmannengineering.com)

Job No. 107 0486

APPROXIMATE SCALE 111 = 201

FAIRWAY16 GOLF COURSE

--

r-----------------l I I I I I I

BORING 1 I • I

I I I I I I I LOT 172

I LOT 174

I LOT 173 I

I L _________________ j

--

BENT GRASS

107 0486 G~ HePWorth-Pawlak Geotechnlcol

LOCATION OF EXPLORATORY BORING Figure 1

0

5

10

Q) Ql

lL

-§_ Ql 0 15

20

25

107 0486

BORING 1 LOT 173

43/12

18/12

15/12

wc~a.a

00~101

28/12

WC~7.3

00~114

-200~96

50/5

NOTE: Explanation of symbols is shown on Figure 3.

~ He worth-Pawlak Geotechnical

LOG OF EXPLORATORY BORING

0

5

10

.., Ql lL

-§_ Ql

15 0

20

25

Figure 2

LEGEND:

FILL; mixed clay, silt and sand wtth gravel, medium dense, slightly moist, brown.

SILT (ML); slightly sandy to sandy, loose to medium dense, slightly moist, light brown.

GRAVEL AND COBBLES (GM-GP); slightly silty, sandy, probable boulders, dense, slightly moist, brown, rounded rock.

43/12

T NOTES:

Relatively undisturbed drive sample; 2-inch I. D. California liner sample.

Drive sample; standard penetration test (SPD, 1 3/8 inch I. D. split spoon sample, ASTM-1586.

Drive sample blow count; indicates that 43 blows of a 140 pound hammer falling 30 inches were required to drive the California or SPT sampler 12 inches.

Practical drilling refusal.

Caved depth when checked on July 23, 2007.

1. The explorat01y boring was drilled on July 20, 2007 with a 4-inch diameter continuous flight power auger.

2. The exploratory boring location was measured approximately by pacing from features shown on the site plan provided.

3. The exploratory boring elevation was not measured and the log is drawn to depth.

4. The exploratory boring location should be considered accurate only to the degree implied by the method used.

5. The lines between materials shown on the exploratory boring log represent the approximate boundaries between material types and transitions may be gradual.

6. No free water was encountered in the boring at the time of drilling or when checked 3 days later. Fluctuation in water level may occur with lime.

7. Laboratory Testing Results: WC = Water Content (%) DO = Dry Density (pcfj -200 = Percent passing No. 200 sieve

107 0486 ~. HEPWORTH•PAWLAK GEOTECHNICAL

LEGEND AND NOTES Figure 3

Moisture Content = 3.3 percent

Dry Density = 101 pel

Sample of: Sandy Silt From: Boring 1 at9 Feet, Lot 173

0

1 ::: p / Compression ~

I upon

2 wetting

"* c

~ 0 "iii

"' 3 @ a.

~ E 0 ()

4

'\ 5 \

6

0.1 1.0 10 100

APPLIED PRESSURE- ksf

107 0486 c~¢rtech SWELL-CONSOLIDATION TEST RESULTS Figure 4 HEPWORTH•PAWLAK GEOTECHNICAL

HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 1 Job No. 107 0486

SUMMARY OF LABORATORY TEST RESULTS Lot 173

SAMPLE LOCATION NATURAL NATURAL GRADATION PERCENT ATTERBERG LIMITS UNCONFINED MOISTURE DRY GRAVEL SAND PASSING LIQUID PLASTIC COMPRESSIVE SOIL OR BORING DEPTH CONTENT DENSITY NO. 200 LIMIT INDEX STRENGTH BEDROCK TYPE

(%) (%) SIEVE

(ft) (%) (pcf) (%) (%) (PSF)

1 9 3.3 I 101 Sandy silt

14 7.3 114 96 Silt

I i

EXIDBITA

FREEDOM PROGRAM CONSTRUCTION CONTRACT kf{llftlt t$ , 200 g_

THIS CONSTRUCTION CONTRACT ("Contract") is made and entered into between IRONBRIDGE MOUNTAIN

COTTAGES LLC, a Colorado limited liability company ("Contractor"), whose address is 410 lronbridge Road, Glenwood

Springs, Colorado 81601, whose telephone number is (970) 947-4300, and whose facsimile number is (970) 928-8865 and

cpad ~ <j. l..J~a_:;t. lfto~3 ("Owner"), whose address is :o. = k- ?2.2 7 t3as eo '(/ 0'2../ , whose telephone number is 91?-aU?. and whose '31/-t.~z~ facsimile number is . This Contract is entered into this zt,tlt day of u{,uc.lt , 20Q::f (''Effective

Date"). This Contract is entered into in connection with and pursuant to Contractor and Owner's Freedom Program Purchase and

Sale Agreement dated ~ U , 2008 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").

1. 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{JZ -A ii.

iii. _____ (collectively, the "Plans").

3. Construction Services

a. Contractor shall procure and pay for all penn its, 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 Contractor to approve plans and review the progress of the Work. Requested Information shall include, but not necessarily be limited to:

i. proof of financing ii. 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.

Fom1 Date: 1/1/08 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, permit Contractor to exercise its tennination rights as specified herein.

e. Within three (3) days after substantial completion ofthe Work, Owner shall notifY all utility suppliers that Owner is responsible for utility expenses from and after the date of substantial completion.

5. Time

6.

7.

8.

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 ofthe 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 obligations 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 permit in the Owner's name, as evidenced by accurate installation of the foundation forms (the "Commencement Date").

c. Substantial Completion ofthe House shall occur within ten (I 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. unusua1 weather conditions; vii. change orders or delays caused by Owner;

viii. the failure of Owner to provide information 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 of the 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.

Ownership of Plans. Owner agrees and acknowledges that the Plans, and any amendments or revisions thereto, are and shall remain the sole and exclusive 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.

Contract Price.

a.

b.

aculr~ -tX ~'---'~"""""'-~--,---Dollars ($ .0 ) ("Contract Price'') for performance of

the \\'ork, which amount sh b paid in accordance with the payment pr · Jons set forth in this Contract. Owner acknowledges that u 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.

Payment Procedure.

a. Owner shall make, or cause Owner's lender to make, progress payments fur the Work in accordance with the schedule attached hereto as Exhibit A-1 ("Draw Schedule") or at any intennediate 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: 1/1/08 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 (I 0) 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 whe'l 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 shaii 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: I. 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, Seller shall 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 I 00% of the price of each Option or Change Order shall be due when each Option or Change Order is ordered.

g. ALL PAYMENTS FOR DESIGN OPTIONS 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 permit 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 perfonned 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.

Form Date: 1/1/08 !70F23

II. Walk Through.

a. Upon notice from Contractor to Owner, Owner and Contractor shall schedule a walk-through 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 confonn 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 reserwd 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 tenn ofthis 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 Jess than the Purchase Price, together with insurance covering Joss or damage to Owner's personal property, and Owner's personal liability for injuries which may be sustained within the Property; and

m. Comprehensive General Liability insurance in the amount of$!,000,000. b. Contractor shall maintain during the tenn of this Contract:

i. Workers compensation insurance, as required by law.

14. Tennination of the Contract upon Termination of the Freedom Plan Purchase and Sale Agreement. This Contract shall be deemed terminated upon the tennination ofthe Freedom Plan Purchase and Sale Agreement for any reason. In such event, unless the cause of such termination is the default of Contractor as seller under the Freedom Plan Purchase and Sale Agreement, Contractor shall 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, tenninate this Contract. Upon such termination, 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 altemative dispute resolution procedures set forth in the Declaration. Any and all claims, disputes and controversies arising between Owner and Contractor, v.rhether before or after Closing, relating to this Contract or its subject matter, including, but not limited to, any alleged construction defect, shall 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 ofthe following means to the below listed 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 (I) business day after

Fonn Date: 1/1/08 !8 OF 23

c. d.

e. f

g.

h.

receipt for delivery by the courier; electronic mail transmission with confirmed receipt, telecopy transmittal (11 fax"), in which case notice shall be deemed delivered upon fax confirmation of transmission to the intended party; or personal delivery, in which case the notice shall be effective when received. Notice shall be given to Contractor to:

410 lronbridge Dr. Glenwood Springs, CO, 81601

Noticeshallb iven oOw e';f;~ --rfuJ/({Sbft..._

• z:z_ !9Lf,~ tS{ I tJ{) (/';?.(

Notice of change of address shall be delivered by written 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 Lot; b. Homeowner's association assessments and/or 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, agreements or representations of any kind whatsoever preceding the date ofthis 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 pennitted 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 shall become invalid or unenforceable, the remaining provisions of this Contract shall not be affected.

g. Time is of the essence in each and every term and provision of this Contract. All references to days herein shall be deemed to refer to calendar days unless otherwise specified. In 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 contract. Owner represents and warrants that Owner has read the tenns 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: 1/1/08 !9 OF 23

CONTRACTOR:

IRONBRIDGE MOUNTAIN COTTAGES LLC,

a Colora~mited liability company

n_ 1-;:: (J /? £? //. oy. 1 """"""""- <...I.,..._.....,......,.,.....Y

It's Managing Member

~xY~

Fonn Date: 111/08

OWNER:

200F 23

COUNTY OF GARFIELD -BUILDING DEPARTMENT

CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado

Phone(970)945~212

Job located at corr 18~~ PermitNo.-+f.uYo~R-3L_ ________________________ __

I have this day inspected this structure and these premises and found the following corrections needed:

~~=z~~

~~ 4-~ ~4?&z4

)(Call for Re-lnspection

$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 .. ?-/b-09 20

Building Inspector ~~-:;0--c~;o:::< === Phone (970) 945-8212

COUNTY OF GARFIELD - BUILDING DEPARTMENT

CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado

Phone (970) 945-8212

Job located at 00~ $~~ £h Permit No. _ 4/,L'/--"08''-'-'-?...__ ____________ _

I have this day inspected this structure and these premises and found the following corrections needed:

)(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 3-/.3-r$ 20 c~;<===--____. Building Inspector ~ Phone (970) 945-8212

COUNTY OF GARFIELD - BUILDING DEPARTMENT

CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado

Phone (970) 945-8212

Job located at -=V--"D-'-cft_c)~--.b~a.v=L..\...._f_,_(<}l.=<l~--2«--.5.-L------

Permit No. ---------------------------------------I have this day inspected this structure and these

premises and found the following corrections needed:

lo T\llspec.=G• J;ml :.0~:

--r;~:~f'2!;L""~

0 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-------------------- 20 ___ _

Building Inspector ---------------------------------­Phone (970) 945-8212

N 11083 o. ----~--------------- Assessor's Parcel No. 2395-121-27-173

Date 8/27/2008

BUILDING PERMIT CARD

Job Address ----~0~0~4~5~B~e~n~t~G~r~a~ss~D~r~,G~VV~S~~(~Ir~o~n~b~ri~d~g~e~P~U~D~P~h~2,~L~o~t~1~7~3L) ______________________ ___

Owner _________ T:....::h.:..:o::..:m:.:s=-o::..:n~,:....:C::..:h.:..:a::..::d=-&:::..::L:.:is::..:a=------- Address Box 3223, Basalt Phone # _____ _

Contractor Hansen Construction Address 410 lronbridge Dr, GWS Phone # 384-3990

Setbacks: Front Rear RH, ________ LH _____ Zoning _____ _

s/f on csp w/attached garage & covered patic INSPECTIONS

Soi Is Test .......,,--------------------­Footing 9--/_s-- 0 8' y.c.~ Foundation <J-- /7- r-·8'7'?-c..,J Grout _________________________ __

Underground Plumb~·n Roug_h Plumb1~~ =-DB' /9iii ~~=;~~i~n }_)}~

' Roofing ---::--------------------­Drywall 1'-/.{-z-2 ~ Gas Piping /1=-1':2-- 0812zn

NOTES

(continue on back)

BUILDING PERMIT GARFIELD COUNTY, COLORADO

INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB

Lot' \13

Date Issued --"'~.__.._-th_._\}--=-()t=----- Permit No._'~' 0"'---'~~---AGREEMENT

In consideration of the issuance of the permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structured for which this permit is

granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the

County Building department and IMMEDIATELY BECOME NULL AND VOID.

~

Use 'S/f OV\ cs~ge " cotLpaF"'-'\=lO.___ _____ _ Address or Legal Description 0047 Btnl ~'--'t),..._I_~_,_Q.._W......:,.Sc__ __________ _

OwneJbO\MWVII CV\bfl l l\ID Contractor \!()'Ja>Y\ C()V\$ Building PermitType R es\cl~

This Card Must Be Posted So It Is Plainly Visible From The Street Until Final Inspection

INSPECTION RECORD Footina I Driveway

-f Gfim;/)r 9'-/s--os ;?.<~

Foundation I Grouting ¢ 1 Insulation -r G,(&t( I'() p 9-17-0/3 .~< /-13-0Cf~

Underground Plumbing Drywall

1-15'-o"?~ Rough Plumbing Electric Final {by State lnsp-e!ctor)

IJ-·1-z..~ot fd7v'c [P<iono~f- N ~~o/<J( Rough Mechanical Septic Final

A//.4 Gas Piping FINAL J-/¢, o'7 f7Wf":?JP ~

J 1-- '11-- -o"'d !0--vY\. Electric Rough (by State Inspector)

(You Must Call For Final Inspection)

(Prior to Fr~!:l/-f/ofJ or;--6?-- Notes

Framing J-1- oq fiJW\ (to include Roof in place &Windows & Doors installed & Firestopping in place)

THIS PERMIT IS NOTTRANSFERABLE For Inspection Call970-384·5003 On1ce 970-945·8212

108 8th Street, Suite 401 Glenwood Springs, Colorado 81601 DO NOT DESTROY THIS C RD

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

~ Account Parcel 2007 Mill Number Number Levy a

I 090 II R043345 1123951212717311 64.976

Owner Name and Mailing Address

!THOMSON, CHAD L & LISA J

IP OBOX3223

IBASAL T, co 81621

Assessor's Parcel Description (Not to be used as a legal description)

ISECT,TWN,RNG: 12-7-89 SUB:IRONBRIDGE

IPUD, PHASE II, FILING 1' 2 & 3

ILOT: 173 PRE:R041489 BK: 1596 PG:871

IBK:l565 PG:600 BK:l560 PG:438

IBK:l560 PG:431 BK:l057 PG:0745

IBK:l028 PG:768 BK:I028 PG:597

http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=239512127173

I

I

I

I

7/25/2008

Parcel Detail Page 2 of4

jBK:1006 PG:743 RECPT:750271

jRECPT:750270 BK: 1822 PG:287

jRECPT:702424 BK: 1822 PG:283

jRECPT:702422 BK: 1822 PG:250

jRECPT:702421 BK: 1782 PG:269

jRECPT:6944 79 BK: 1782 PG:264

jRECPT:694478 BK:1747 PG:1

jRECPT:686745 BK:1218 PG:738

jRECPT:572583 BK:1218 PG:715

jRECPT:572582 BK:1217 PG:266

jRECPT:572131 BK:1206 PG:852

jRECPT:569200 BK:1206 PG:780

jRECPT:569199 BK:1206 PG:768

jRECPT:569197 BK:1206 PG:734

jRECPT:569195 BK:1206 PG:662

jRECPT:569194 BK:1206 PG:637

jRECPT:569192 BK:1206 PG:629

jRECPT:569191 BK:1206 PG:574

jRECPT:569190 BK: 1063 PG:0578

jBK:1063 PG:0571

Location

Physical 145 BENT GRASS DR GLENWOOD SPRINGS[ Address:

Subdivision: I~ONBRIDGE PUD, PHASE II, FILING 1' 2 I

jLand Acres: Jo I Land Sq Ft: JJ8, 126 I

I Section II Township II Range I I 12 II 7 II 89 I

http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=239512127173 7/25/2008

Parcel Detail Page 3 of 4

2008 Property Tax Valuation Information

II Actual Value II Assessed Value I

I Land: 16o,oooll 12,7401 !Improvements: 3o,oooll 2,3901

I Total: 19o,oooll 15,1301

Additional Value Detail

Most Recent Sale

Sale Date: 115/28/2008

Sale Price: 11403,800

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 2007 Tax Payment: Second Half ($808.30)1 2007 Tax Payment: First Half ($808.30)1 2007 Tax Amount $1,616.601 2006 Tax Payment: Second Half ($47.40)1 2006 Tax Payment: First Half ($47.40)1 2006 Tax Amount $94.801

http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=239512127173 7/25/2008