HomeMy WebLinkAboutApplication - PermitI
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.
Parcel No: 2395-013-28-246
Locality:
Job Address: 0934 River Bend GWS ----------···----·~~~-~--~~~~c~~---------------------
Owner: Bill & Juanita
Contractor: Hansen Construction
Fees: Plan Check: -~----1,_184.66 Septic:
Bldg Permit: $ 1,822.55 RFTA: $ 750.00 -···-------~·-··--.. ~-·---
Total Fees: _!_~,757.21
Clerk: Date: I
V\0odeJ *-3\D\-A
si""".fl(\::::::; s eFJ r-. 0 GARFIELD COUNTY BUILDING PERMIT APPLICATION -y 't::.><....J I 08 8111 Street, Suite 40 I. Glenwood Springs. Co 8160 I
2
Phone: 970-945-8212 I Fax: 970-384-3470 /Inspection Line: 970-384-5003
\V\VW .gar[teld~county .com
Authority. 1l1is application for a Building Pcnnit must be sig,ncd by the I' h property. above. or an authorized agent. lfthc signature below is 1101 that of the Owner. a separate
letter of authority. signed by the Owner. must be provided with this Applicmion.
Legal Access. A Building Permit !.-'annot be issued without proof of legal and adequate access to the propc11y for ptnvoses of inspections by the Bui!dint; Department
OtltCI' Permits. Multiple separate permits may be rcqttircd: ( 1) State Electrical Permit. (2) County !SDS Permit_{:>) another penn it t•equircd for usc on the property identified above. e.g.. Stnte 01
County Highway/ Road Access or a State Wastewater Discharge Perlllit.
Void Pel'mit. A Buildi11g Permit becomes null and void if the work authorir-ed is not com111enccd within 180 days of the date of issuance and if work is suspended ol' abando11ed fnr a period of ISO
days after cotmnenccment.
CERTIFICATION
1 hereby certifY thnt I have read this Application and that the information contained above is true and correct. ! understand that the Building Department accepts the Application. along with the plans
and specifications and other data submitted by me or 011 my behalf (submi!tllls). based upon my certification :1s to accurllcy.
Assuming completeness oft he submittals and npproval of this ApplicatioH. a Building Permit will be issued granting permission to me. as Owner. to construct the StJ'ucture(s) and facilities dctaikd on
the submittals reviewed by the Building Depat1mcnt.
In consideration oft he issuance of the Building Permit. I agree that I and my agents will comply with provisions of any federaL swte or !\)Cal law regulating the work and the Gf\l'field County Building
Code. lSDS regulations and applicable hmd usc regulations (County Rcgulation(s)). I acklwwledgc that the l~uilding Permit may be suspended or revoked. upon n01icc fi·omthc CO\lllty. if the locntion.
construction or \tSC of the structurc(s) lllld facility(ics). described above. nrc not in compliance with Cou111y Rcgulation(s) or any other applicable law,
1 hereby grfllll permission to the Building Dcpllrtment to enter the property. dc,scribcd above. to inspect the work. I fl!rther acknowledge that the issunncc of the Building Permit docs not prcnmt the
Building Official fi·om: ( 1) requiring the correction of errors in the submittals. if any. discove1ed after issuance: or (2) stopping. \OonstnJction or usc of the stntcturc(~) or fflci!ity(ies) if such is in violntion
of County RCL!tilation(s) or any other applicable lnw.
Rc\'iew of this t\pplicntion. including submil!als. ~::':;;;~::;'; by the Building Depanmem do not constitute an acceptance of responsibility or liability by the County ofcrr()rS. omissions
or discrcpnncics. As the Owner. I acknowledge h fO' fompli"'" with federal. stntc and local laws and Coumy RcgtJlatioJJS rest with me mtd my autholiv.)d ng<.'llls. inch!ding without
limitation my architect designer. n 1 ·and!
! HEREBY ACKNOWLEDGE I
STAFF USE ONLY
Manu home
The following items are required by Garfield County for a final Inspection:
1) A final Electricallnspection from the Colorado State Electricallnspector.
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 windpws
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 lRC 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 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.
DATE
VALUATION FEE DETERMINATION
Applicant
Address
Date
Lar e Subdivision -:;9:;:34~Ri7'v_e_r "'B-en-d"'w=a-y _______ Lot/Block
"9.:.;.1c::6::.:.0:..::8'-------------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 Valnation
2080 sq.ft
sq.ft
sq.ft
sq.ft X $74.68
2080 sq.ft
1962 sq.ft X $41.00
sq.ft X $33.68
533 sq.ft X $18.00
sq.ft X $12.00
sq.ft X $9.00
87 sq.ft X $24.00
sq.ftX $12.00
Commercial
sf X
sf X
sf X
sf X
sf X
sf X
Iron Bridge
246
155,334.40
80,442.00
9,594.00
0.00
2,088.00
0.00
247,458.40
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 yon 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 sw·veyor
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
withi+e 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
propertyxou ar applying for a building permit on is located on a corner lot. Special setbacks do
apply.
Yes \ <
3. Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage Disposal
System) and the distances to the property lines, wells (on subject property and adjacent
prop*s ), streams or water courses?
Yes
4. Does the site plan indicate the location and direction of the County or private road accessing the
proper~,
Yes;-=-
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 Depat1ment at 625-860 I. See phone book for
~~:~
6. Do the plans in/tude a foundation plan indicating the size, location and spacing of all reinforcing steel
in accord_ap<:e with the IRC or per stamped engineered design?
Yes._--f~---
1
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 'j-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._'""~,L--'----
I 0. Does the plan include a building section drawing indicating foundation, wall, floor, and roof
construcy?
Yes_--;~f--»'----
11. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists,
roof ra er or joists or trusses?
Yes_+-=----
12. Does the building section drawing or other detail include the method of positive connection of all
columvd beams?
Yes~~r-~------
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 ~yoof? (Building height measurement usually not to exceed 25 feet)
Yes.-:i~~'------
14. Does the plan include any stove or zero clearance fireplace planned for installation including make
and model and Colorado h se II certifications or phase II EPA certification?
Yes No __ ~~----
3
15. Does the plan include a masonry fireplace including a fireplace section indicating design to comply
with the lRC?
Yes _____ No_-/-)V ___ _
7
16. Does the plan include a window schedule or other verification that egress/rescue windows from
sleeping rofoi sand/or basements comply with the requirements of the lRC?
Yes ---F""--
17. Does the plan include a window schedule or other verification that windows provide natural light and
ventilatio or all habitable rooms?
Yes ---t---
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 ~ No ___________ _
19. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on
~=splanf
20. Do you understand that If you are buildmg 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 (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 resu It 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 requires either
revoc~i7n or substantial modification of the plans.
Yes._-4--1'>-------
22. Will this be th.epnly residential structure on the parcel?
Yes ~ No lfno-Explain: ________ _
7
Yes ·
23. Have two (?lete sets of construction drawings been submitted with the application?
24. Do you understand that the minimum dimension a home can be on a lot is 20ft. wide and 201!. long?
Yes f
4
25. Have you designed or had this plan designed while considering building and other construction code
requirfts?
Yes
26. Do your plans comply with all zoning rules and regulations in the County related to your properties
zone district?
Yes )C
27. Does the plan accurately indicate what you intend to construct and what will receive a final inspection
by the Gar 1eld County Building Department?
Y es_--'1--~--
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 p;_
30. Are you aware that you must call in for an inspection by 3:30 the business day before the
requested inspection in order to receive it the following business day? Inspections will be
made from 7:30 a.m. to 3:30 p.m. Monday through Friday. Inspections are to be called in
to384-~.
Yes~ No _____ _
31. Are you aware that requesting inspections on work that is not ready or not accessible will result in a
$50.00 ~nspection fee?
Yes.__,/,___'-___ _
I
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 "jc
33. Are you aware that the Permit Application must be signed by the Owner or a written authority being
give~ an Agent and that the party responsible for the project must comply with the IRC?
y es._r-1'-c-----
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'\n;;pection.
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 __ y-A~-----(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.pse of a building permit that you will be required to obtain a grading permit?
Yes -:7:/-A'-"---
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
Certificate of Occupancy?
Yes "f-c
I hereby acknowledge that I have read, understand and answered these questions to the best of
my ability.
Date
Phone:ql D -:::84 -3Cf1~ays); (evenings)
Project Name: l---Dt C34lo :::r: ron}o I l~f' ) ~LJD 'Ph ~
Project Address: _______________________________________ _
6
PLAN REVIEW CHECKLIST
Applicant ( gee_ k Date 1-//:>:0:=s£5
Building
Au;ineered Foundation
ddDriveway Permit
~eyed Site Plan
1:/:l_septic Permit and Setbacks
~-
__ Grade/Topography 30% ~kk•tiol PlM I«~~ L;.
__ Minimum Application Questionnaire
-sUbdivision Plat Notes
K.(,_,(yir~partment Review
-~-V al"u~attli,on Determination/Fees
~ine Plans/Stamps/Sticker
~onditions
~cation Signed
~eviewer To Sign Application
~1/Schedule No.
i:!:JL 40# Snowload Letter-Manf. Hms.
~Report
GENERAL NOTES:
Planning/Zoning
~erty Line Setbacks
f-{Ja._30ft Stream Setbacks
li_blood Plain
~eight
__ Zoning Sign-off
~Impact Fees
;/~RC Approval
__ Grade/Topography 40%
~inglssues
~ivision Plat Notes
EXHIBIT A ~+a=tto \JJ 0-i'f-eJ)
FREEDOM PRO~ CONSTRUCJ,ION CONTRACT L 1-,2oo1L_
THIS CONSTRUCTION CONTRACT ("Contract") is made and entered into between IRONBRIDGE MOUNTAIN
COTTAGES LLC, a Colorado limited liability company ("Contractor"), whose address is 410 Ironbridge Road, Glenwood
Springs, Colorado 81601, whose telephone number is (970) 947-4300, and whose facsimile number is (970) 928-8865 and
j21=~ . . ("Owner"), whose address is
J)p : 1!2 85b,'f2; , whose telephone number is$o.S7'Z-1JZ-;~d whose
facsimile number i£1t>. /,f#J-.5""!5~. This Contract is entered into this 2./!0 ctay of ftf/2J k , 200Zf("Effective
D?te"),_ This Contract is entered into in connection with and pursuant to Contractor and Owner's Freedom Program Purchase and
Sale Agreement dated fr;fi2J,1-e 2-. , 2ooS 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 bas prepared the following drawings, consistent with other homes in the Project, as defined in the
Freedom Programflurchase and Sale Agreement, and constructed by Contractor:
_L ${Dl
1!.
iii. -----(collectively, the "Plans").
3. Construction Services
a Contractor shall procure and pay for all pennits, licenses, approvals and inspections required for the House.
b. Contractor shan 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 perfonning 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 pennits, 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 Owner1S 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: 1/l/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 al1 Requested Information to ContraCtor fo-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 ofFive 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
P.amages are a_reason~ble 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 ofthe foundation forms (the "Commencement Date").
c. Substantial Completion of the House shall occur within ten (10) 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 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
($5,000.00) per month, allocated for fractional portions of months as an Extension Fee. The parties hereby agree that
actual damages for such delays cannot be calculated now with certainty, and that these Liquidated Damages are a
reasonable estimate thereof.
6. Ownership of Plans. Owner agrees and acknowledges that the Plans, and any amendments or revisions thereto, are and
shall remain the sole and exclusive property of Contractor, and Owner agrees not to sell, transfer, assign, use, copy or
share the same with any person or entity without the prior and express written consent of Contractor, which may be
withheld in Contractor's sole discretion.
7. Contract Price.
er shall pay Contractor the s~u~m~o~f'fit[f4t{;~~~~~~~@~~~~~~~~~~~~q,_~~ "7--~----:-c:-:---.,...-->, Dollars($ ~._;QI..OO) ("Contract Price") or performance of
a.
ork, which amount shall be paid in accor ce 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 perfonnance 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 ofwv;k at that time i.:kotificd by inspection. Prvgress payments shall be de!ivercd to Contractor wit!iin
Form Date: 1/l/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 shaH be responsible for the
payment of any fees in connection with the construction control.
c. Within ten (10) 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 {'1Architectural 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 ("DS I'), Design Selection 2 ("DS2") and Design Selection 3 ("DS3"). DS I 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!OO% 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 ofthe Owner have been fully
paid and perfonned 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 uccepted the \Vcrk ~ corr:.p!ete and satisfactoi)\ in compliance of all of Contractor's obligations hereunder.
Form Date: 1/1/08 17 OF 23
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 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
Agreernent 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. lf
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 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 less than the Purchase Price, together with insurance covering loss 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$1,000,000.
b. Contractor shall maintain during the term 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 of the Freedom Plan Purchase and Sale Agreement for any reason. In such
event, unless the cause of such termination is the default of Contractor as sel1er 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 Terminate 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 (10) 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 (IS) 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 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 alternative dispute resolution procedures
set forth in the Declaration. Any and all 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, 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 of the 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 co~merclu1 overnight courier, in vvhich case notice shall be deemed delivered one (1) business day after
Fonn Date: 1/1/08 18 OF 23
receipt for delivery by tbe courier;
c. electronic mail transmission with confirmed receipt,
d. telecopy transmittal ("fax 11
), in which case notice shaH be deemed delivered upon fax confirmation of transmission to
the intended party; or
e. personal delivery, in which case the notice shaH be effective when received.
f. Notice shall be given to Contractor to:
410 Iron bridge Dr.
Glenwood Springs, CO, 8160 I
g. Notice shall e given to wner to:
/...W ~-?.2.0~512.· ~'2.4 to.
C!--5ao-':>31~ ?8"" l
-:fAy.-52.0 ~ G90-'3&65'
h. 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 ma!:ters described in tbe disclosures and disclaimers set forth in tbe 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 Jaws 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 tbe date of tbis Contract shall not be binding upon either party
except to tbe 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 shall become invalid or unenforceable, the remaining provisions of this
Contract shall not be affected.
g. Time is ofthe 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. In the event that the final date for performance of any
act required by this Contract falls on a Saturday, Sunday, or legal holiday, such act may be performed 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 terms and conditions of this Contract, and has bad a full and fair opportunity to consult with legal counsel of
Owner1S own choosing conceming this Contract.
Fonn Date: 1/1/08 19 OF 23
CONTRACTOR: OWNER:
IRONBRIDGE MOUNTAIN COTTAGES LLC,
Fonn Date: l/1/08 20 OF 23
Fonn Date: l/1/08
EXH1BITA-1
(Draw Schedule insert)
21 OF 23
1/14/08
EXHIBIT A-1
DRAW SCHEDULE
lronbridge Homes, LLC
lronbridge Mountain Cottages, LLC
Iron bridge Aspen Collection, LLC
Plan No: 3101
Foundation: Crawi Space
Description
Permits, Engineering, Survey
Sitework
Foundation
Framing
Roofing
Plumbing
Electrical
HVAC
Windows, Doors, Trim
Insulation
Exterior Finishes
Painting
Drywall
Flooring
Tile
Cabinets
Appliances
Landscaping (if applicable), Driveways, Sitework
General Conditions
Total Cost
Contractor Fee
Total Contractor Cost and Fee
"B" Elevation Option Cost
"C" Elevation Option Cost
% Cost
5% $ 13,185
4% $ 10,548
7% $ 18,459
20% $ 52,741
5% $ 13,185
5% $ 13,185
3% $ 7,911
4% $ 10,548
7% $ 18,459
1% $ 2,637
5% $ 13,185
6% $ 15,822
4% $ 10,548
3% $ 7,911
2% $ 5,274
2% $ 5,274
1% $ 2,637
7% $ 18,459
2% $ 5,274
93% $ 245,244
7% $ 18,459
100% $ 263,703
$ 3,000
$ 18,000
EXHIBITB
(Features List insert)
Fonn Date: J/J/08 220F 23
GOLP CLUB AND MO~l"'JN COMMVNITY
SOPRISSERIES
IRONBRIDGE HOMES LLC
January 7, 2008
ENERGY PERFORMANCE FEATURES
• Fully Engineered Air and Water Infiltration
Package by Building Science Corporation
o Double Paned LowE glass
o IC Rated Recessed Cans with Air Barriers
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 Insulated Foundation walls
o Under Slab or Crawlspace Vapor Barriers
• 92% Efficient Furnace
o .62 Energy Rated High Efficiency Water
Heater
• Conditioned Crawlspaces or Basements
o Insulated Exterior Doors and Garage Door
o Outside Fresh Air Exchanger
WINDOWS & DOORS
o Lifetime Warranty E-Star Rated Windows
o Guaranteed Never to Chalk or Yellow
o Double-Paned Low-E Glass
o 8-ft. Thermatru Fiberglass Insulated Entry
Door with Side Lite
ELECTRICAL
o Phone/Data/TV Ports in Kitchen, Great Room
and Master Bedroom
o Photo Cell Automatic Exterior Sconces
• Decorative Brush Nickel Fixtures in Kitchen,
Dining Room, Bathrooms and Walk-in Closets
• Switched Outlets in Great Room and
Bedrooms
o Recessed Can Lights in Kitchens and
Hallways
I of2
HEATING & VENTILATION
• Engineered and Balanced by Building Science
Corooration
• High Efficiency Furnace:
o Carrier Comfort 92 Furnace
o Direct Sealed Combustion uses I 00%
Outside Air
o 92% AFUE Heating Efficiency
o 5-Year Furnace Warranty
o 20-Year Heat Exchanger Warranty
o Digital, Programmable Thermostat
o High Efficiency 48 Gal. Hot Water Heater:
o Department of Energy-Energy Miser
Certified -Meeting NAECA Testing
o Six Year Warranty
o Exhaust Fans: E-Star Rated Whisper Fans,
Vented to Exterior
• Power Vented Active Radon Mitigation
System
APPLIANCES
o Slide in Gas GE Range on 3101 & 3202
o Range Exhaust Hood on 3101 & 3202
o Built-in GE Dishwasher-All Plans
o GE Profile Cooktop on 3203 & 3204
o GE Built-In Oven/ Microwave on 3203 &
3204
INTERIOR FINISHES AND FLOORING
o Hand Textured Painted Walls
o Rounded Drywall Comers
• 9-ft. Ceilings
• Vaulted Entry & Great Room Ceilings
(selected plans)
• 10-ft. Coffered Ceilings in Master Bedrooms
• Vinyl Flooring at Kitchens, Bathrooms and
Mudrooms
• Plush or Frieze Carpeting with a% inch Pad.
• Ceramic Tiled Tub Deck in Master Bath
• Full Height Fiberglass Shower and Tub
Enclosures
GOLF CLUB AND M:OUN1i\1N COMMUNn·y
SOPRIS SERIES
IRONBRIDGE HOMES LLC
January 7, 2008
INTERIOR DOORS, TRIM, & CABINETS
• Interior Doors: Sante Fe Scyle Hollow Core
• Closets: Stained Rods and Painted Shelves
• Painted Baseboards and Door Casings
• Painted Extended Window Sills and Aprons
• F onnica & Wilsonart Laminate Countertops
• Cabinets: Hickory -Pioneer by Aristokraft
30" Uppers in Kitchen
Raised Panel Doors
Raised Panel Drawer Fronts
36" High Vanicy's
Adjustable Shelves
Raised Bar Countertop
GARAGE DOORS
• Insulated Door with Exterior Cladding
• Garage Door Opener
PLUMBING FIXTURES & SHOWER
ENCLOSURES
• Master Bath: Soaker Tub
• Pedestal Sink in Powder Rooms
• Decorative Coordinating ProFlo Fixtures
• Jcemaker: Line to Refrigerator
• Mirrors: Over all Vanicy Cabinets
EXTERIOR
• Asphalt Driveway with Concrete Walk to
Front Entry
• In-Ground Drainage System
ROOFING
• 40-Year Asphalt Shingles
• Prefinished Gutters and Downspouts, all
Eaves.
THE TOTAL NUMBER, DESIGN, LAYOUT AND LOCATION OF LOTS, LANDSCAPING, LAKES,
RESIDENCES AND UNIT MIX AND THE 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 THE FUTURE IMPROVEMENTS AND FACILITIES DESCRJBED 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, AND
IRONBRIDGE HOMES LLC RESERVE THE RIGHT TO MAKE MODIFICATIONS IN LOT AND
RESIDENCE PRJCES AND MAKE MODIFICATIONS IN MATERIALS AND SPECIFICATIONS AT ANY
TIME WITHOUT PRJ OR NOTICE. OWNERSHIP OF A RESIDENCE OR LOT DOES NOT INCLUDE CLUB
MEMBERSHIP OR RJGHTS IN THE COUNTRY CLUB FACILITIES.
2 of2
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 Insurance 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 !POA, ofthe 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 through the website of the community which is accessible at
www.ironbridgeclub.com by Jogging 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 are unable to access the documents
through the website.
///· /" ~ ~~./,--<._
Purchaser ~
~:&~~ chaser
.t..f-::J -{) g
Date
February 4, 2007
Fonn Date: 1/1/08 23 OF 23
~d>tech
HEPWORTH-PAWLAK GEOTECHNICAL
SUBSOIL STUDY
Hepworth-Pawlak OeNechnical, Inc.
5020 Counr.y Road I 54
Glenwood Springs, Colorado 81601
Phone 970-945-1988
Fax' 970-945-8454
email: hpgeo@hpgeotech.com
FOR FOUNDATION DESIGN
PROPOSED RESIDENCE
r;;:LOT•24!\' RIVER BEND WAY f2<:,>):::<' ;-;\ -~'-----.<--:·---·~?
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 • Colorado Springs 719-633-5562 • Silverthorne 970-468-1989
TABLE OF CONTENTS
PURPOSE AND SCOPE OF STUDY ........................................................................ -1 -
PROPOSED CONSTRUCTION ................................................................................. -1-
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 -
SURFACE 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 1 -SUMMARY OF LABORATORY TEST RESULTS
PURPOSE AND SCOPE OF STUDY
This report presents the results of a subsoil study for a proposed residence to be located
on Lot 246, River Bend Way, Ironbridge Sopris Lots Phase 2, Garfield County, Colorado.
The project site is shown on Figure I. 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. 105 115-4. We also performed observation and testing of
compaction during the infrastructure and lot grading construction and presented those
fmdings in daily reports under Job No. 1 06 0367.
An exploratory bating 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 determine their classification, compressibility or swell and other
engineering characteristics. The results of the field exploration and laboratory testing
were analyzed to develop recommendations for foundation types, depths and allowable
pressures for the proposed building foundation. This report sun1marizes 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 above a crawlspace. The
garage floor will be slab-on-grade. Grading for the structure is assumed to be relatively
minor with cut depths between about 2 to 4 feet. We assume relatively light foundation
loadings, typical of the proposed type of construction.
Job No. 107 0486
-2-
Ifbuilding loadings, location or grading plans change significantly from those described
above, we should be notified to re-evaluate the recommendations contained in this report.
SITE CONDITIONS
The lot is located on the downhill, eastern side of River Bend Way just to the north of the
Mountain Cottages part of Phase 2. The underground utilities to the lot and the roadway
construction are complete. Minor over lot grading during subdivision development
consists of shallow fills. The 17'h Hole of the golf course borders the east side of the lot.
The ground surface is 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 25 to 30
feet below ground surface in the area of Lot 246.
The underlying bedrock consists of the Eagle Valley Evaporite which contains gypsum
and is generally associated with scattered sinkhole development in the Roaring Fork
River valley. An apparent sinkhole was observed along the south side of River Bend Way
and River Bank Way intersection about 500 feet north of Lot 246. The sinkhole was
excavated, backfilled and grouted during construction of the roadway. Voids have not
been encountered in borings drilled into the bedrock near Lot 246 and the potential for
subsidence due to dissolution of the evaporite throughout the service life ofthe 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. 107 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 1 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 Jogged by a
representative of Hepworth-Pawlak Geotechnica~ Inc.
Samples of the subsoils were taken with a 2 inch I.D. spoon sampler. The sampler was
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 ofExploratory Boring, Figure 2. The samples
were returned to our laboratory for review by the project engineer and testing.
SUBSURFACE CONDITIONS
A graphic log of the subsoil profile encountered in the boring is shown on Figure 2. The
subsoils consist of about 2Y2 feet of compacted, sand, silt and gravel mixed fill and 13 feet
of stif~ sandy silt and clay (debris fan deposits) overlying dense, slightly silty sandy
gravel, cobbles and boulders (terrace alluvium) at a depth of 15Y2 feet down to the drilled
depth of 17 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
and clay soil, presented on Figure 4, indicate low compressibility under existing low
moisture condition and light loading and a low collapse potential (settlement under
Job No. 107 0486 OOf>tech
-4-
constant load) when wetted. The sample showed moderate compressibility under
additional loading after wetting.
No free water was encountered in the boring at the time drilling and the subsoils were
slightly moist.
FOUNDATION BEARING CONDITIONS
The upper silt and clay (debris fan) soils typically have low bearing capacity and low to
moderate settlement potential under loading when wetted. Foundations that extend down
to the dense terrace alluvium would have moderate bearing capacity and low settlement
risk. Spread fuotings 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 subsoils 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 offootings designed and
constrncted as discussed in this section will be about 1 inch or less.
Additional differential settlement on the order of I to 2 inches could occur
if the debris tim soils are wetted.
Job No. 107 0486
-5-
2) The footings should have a minimum width of20 inches for continuous
walls and 2 feet for isolated pads.
3) Exterior footings and fuotings 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 unsupported length of at least 12
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
fuoting 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 ofthe 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 ofthe 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 fur 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 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. 107 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 and 0.50 for footings placed on gravel soils. 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 design
to limit the strain which will occur at the ultimate strength, pruticularly 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 fi·om all bearing walls and columns with expansion joints which allow
Job No, 107 0486
- 7 -
unrestrained vertical movement. Floor slab control joints sbould be used to reduce
damage due to shrinkage cracking. The requirements for joint spacing and slab
reinforcement should be established by the designer based on experience and the intended
slab use. A minimum 4 inch layer of free-draining gravel should be placed beneath
basement level slabs to facilitate drainage. This material should consist of minus 2-inch
aggregate with at least 50% retained on the No. 4 sieve and less than 2% passing the No.
200 sieve.
All fill materials for support of floor slabs should be compacted to at least 95% of
maximum standard Proctor density at a moisture content near optimum. Required fill can
consist ofthe 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 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
underdrain system An underdrain should not be provided around shallow foundations (3
feet deep or less) and slab-on-grade garage areas.
The drains should consist of drainpipe placed in the bottom ofthe 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 1 foot below lowest adjacent finish
grade and sloped at a minimum 1% 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 1 Y, feet deep. In silt bearing
soil areas, 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 ~tech
-8-
SURFACE DRAINAGE
The following drainage precautions should be observed during construction and
maintained at all times after the building has 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. We
recommend a minimum slope of 12 inches in the first 1 0 feet in unpaved
areas and a minimum slope of3 inches in the first 10 feet in paved areas.
Free-draining wall backfill should be capped with about 2 feet ofthe on-
site, frne 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 1 0 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 1, 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 frndings include interpolation and extrapolation of the subsurface
conditions identified at the exploratory boring and variations in the subsurface conditions
Job No. 107 0486 ~tech
-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 use by our client for design purposes. We
are not responsible for technical interpretations by others of our infl:mnation. 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.
Reviewed by:
Daniel E. Hardin, P.E.
SLP!ksw
cc: Fuhnnaun Engineering-Jamie Andreassen (jandreassen@fuhnnannengineering.com)
Job No. 107 0486
......_ )f) _,_ --APPROXIMATE SCALE
1!1 = 201
17th HOLE
GOLF COURSE
--
r-------------------l
I I
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I I
I I
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I I
I I BORING 1 I I
I I • I I
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LOT247 I I LOT 245
I LOT246 I
I I
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L-------------------~
--
RIVER BEND WAY
107 0486 ~ch LOCATION OF EXPLORATORY BORING Figure 1
Hepworth-Pawlak Geotechnical
0
5
Q)
Q)
LL 10
.<;;
~
0
15
20
107 0486
BORING1
LOT246
9/12
13/12
WC=9.6
DD=106
-200=62
11/12
WC=4.8
DD=96
8/6,10/2
NOTE: Explanation of symbols is shown on Figure 3.
LOG OF EXPLORATORY BORING ~ He orth-Powlok Geotechntcal
0
5
8l
10 lL
~
Q)
0
15
20
Figure 2
LEGEND:
FILL; mixed clay, silt and sand with gravel and scattered cobbles, medium dense, slightly moist, brown.
SILT AND CLAY (ML-CL); sandy, stiff, slightly moist, light brown, slightly calcareous.
GRAVEL AND COBBLES (GM-GP); slightly silty, sandy, probable boulders, dense, slightly moist, brown, rounded
rock.
9/12
T
NOTES:
Relatively undisturbed drive sample; 2-inch I. D. California liner sample.
Drive sample blow count; indicates that 9 blows of a 140 pound hammer falling 30 inches were
required to drive the California sampler 12 inches.
Practical drilling refusal.
1. The exploratory 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. Fluctuation in water level may occur with time.
7. Laboratory Testing Results:
WC = Water Content (%)
DO = Dry Density (pcf)
-200 = Percent passing No. 200 sieve
107 0486 c~
HEPWORTH•f>AWLAK GE:OTECHNICAl.
LEGEND AND NOTES Figure 3
Moisture Content = 4.8 percent
Dry Density = 96 pel
Sample of: Sandy Silt and Clay
From: Boring 1 at 10 Feet, Lot 246
0 -r-r--1
!----" Compression
~ v upon
wetting 2
* " 3 0 "iil
""'
w ~
E 4 0 '\ 0
5 !'\.
6 \
1\
7
0.1 1.0 10 100
APPLIED PRESSURE-ksf
107 0486 ~
Heoworth-Powlak Geotechnical
SWELL-CONSOLIDATION TEST RESULTS Figure 4
HEPWORTH-PAWLAK GEOTECHNICAL, INC.
TABLE 1 Job No. 107 0486
SUMMARY OF LABORATORY TEST RESULTS
Lot 246
~
SAMPLE LOCATION NATURAL NATURAL GRADATION PERCENT ATTERBERG LIMITS UNCONFINED
I
MOISTURE DRY GRAVEL SAND PASSING LIQUID PLASTIC COMPRESSIVE SOIL OR BORING DEPTH CONTENT DENSITY NO. 200 LIMIT INDEX STRENGTH BEDROCK TYPE (%) (%) SIEVE
(It) (%) (pcfl l%1 (%) IPS F)
1 5 9.6 106 62 Sandy silty & clay
10 ! 4.8 96 Sandy silt & clay
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Inspection Report
COLORADO STATE ELECTRICAL BOARD
INSPECTION REPORT I CORRECTION NOTICE
Page 1 of 1
Data Received; 09-JUL-09 Permit Number: 659624
Contractor/HomeOwner:
Address:
Type of Inspection:
Action;
Comments or corrections:
No building permit card available
Inspectors Name: Robert Fuller
Phone Number: 970-947-8902
WALKER ELECTRIC
934 River Bend
Final
Accepted
Date: 09-JUL-09
COLORADO STATE ELECTRICAL BOARD
DEPARTMENT OF REGULATORY AGENCIES
1580 Logan St. Suite 550
Denver, Colorado 80203-1941
Phone: (303) 894-2985
https://www .dora.state.co. us/pls/real/Ep _ Web_Inspection_GUI.Process_Page 7/10/2009 ::: ~/l:a••d S9888260L6l:0 l LL6lS290L6 lJ3l3 ~3~l~M:WOJJ 6£:01 5002-£1-lnt:=:
COUNTY OF GARFIELD -BUILDING DEPARTMENT
CORRECTION NOTICE.
108 8th St., Suite 401 Glenwood Springs, Colorado
Phone (970) 945-8212
Job located at C?T.:> f' £/ Y/e: /( ;3/E:d P
Permit No. 1/1 CJ g
AllfJ /ZJ P£ca&1uz/e: ?if~ 57110~
5 itt ttJ P1/ s .s tNG--I< I ;r;;-WALL .
A 7 /7C Acc~..s.s ?
?c:u 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'-Z...t; 20 d:P 7'
Building Inspector ---";~~::,.,~"""~;"::'~'::::J.,___I?c-4~'!,:~~::Z~~~~ ~,__,___ __
Phone (970) 945-8212
COUNTY OF GARFIELD -BUILDING DEPARTMENT
CORRECTION NOTICE
1 08 8th St., Suite 401 Glenwood Springs, Colorado
Phone(970)945~212
Job located at --=OC42'-":3"""'-L-f=_· _____,_£/~0"-''£~/(-"<------",Z!.=-.:..::£.==-M~fZ"--
Permit No. /// ?J IS
'
I have this day inspected this structure and these
premises and found the following corrections needed:
J>AT!l EAN J?tteT /bt,t_,;e: P 6?/r::
do 1 .§1(/lcd"E:.r:s.
?can for Re-Inspection
0 $50.00 Re-Inspection 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 f-4 20 8 ?'
Building Inspector __ _,.,C2"7"'-"'~'-"""'-"'-c.-"--?(__-'-~"'"~=·=--~"'---"'-'----
Phone (970) 945-8212 ~
No. 1110& Assessor's Parcel No. 2395-013-28-246
-,'}
Date 9/16/2008
BUILDING PERMIT CARD
Job Address 0934 River Bend Way, GWS ( lronbridge PUD Ph2 flg2, Lot 246)
Owner Large, Bill & Juanita Address P.O.Box 436, AZ Phone# ----
Contractor Hansen Construction Address 410 lronbride dr, gws Phone # 384-3990
Setbacks: Front Rear RH LH Zoning ____ _
s/f on unf bsmt w/attached garage & cov pati INSPECTIONS
Soils Test Weatherproofing-=-:-:::---,.---::;;;-:--,---
Footing ?-:Jo ~og 'UF(;k, 0/c.~ Mechanical 3-"Z& -o<t ,tCA/.
Foundation /cz-G-o9;1'?¥ Electrical Rough (State) '3 -z....r-o?
Grout .,q Electrical Final (State) _________ _
Underground .Plumbing ./t?-'Z& ·-t-7 3';?'tyl _ Fina! _7-L<·(?o/ /Checklist Coml2]eted?~
Rough Plumbmg :Y-cc>-tJ9 @.f. Cert1f1cate Occupancy # ~fl"":p:>:::::-o.:::>-::;_:-:::--=-:::::----
Framing tf-2_;-o9 ~ Date I 'S~.l~L -=t---:sO-o9
Insulation 2f-!D071 .lf1'7"il Septic System # __,C'-:,..,; (~:5'-'VV\'-'-'-'\"""IV\'--'-------
Roofing Date -------------g~sw;i1~in'f1~? J?eV. Other ~.)'f\~~~\}X\\1 :'-,\)'t)"fti~\AAr,·
NOTES
(continue on back)
BUILDING PERMIT
GARFIELD COUNTY, COLORADO
INSPECTION WILL NOT BE MADE UNLESS
THIS CARD IS POSTED ON THE JOB
lbt-aY.b
Date Issued -~ft.L..l• I._,\I~·Q8o.q,,~-________ Permit No. _\._\.._\_,_QB""-\oL---------
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.
Contractor •
This Card Must Be Posted So It Is Plainly Visible From The Street Until Final Inspection
INSPECTION RECORD
Footing
~~ --·-·. l Driveway
~
9-.3o .og <2/!"efl<. o~
Foundation I Grouting Insulation
j' fd.,t,-m. ~ Ho-bq ~
Underground Plumbing /f?-ZO-Cl g J""?U. Drywall
'1-15"0?~
Rough Plumbing ::;-zo-o?"?'~ Electric Final (by State inspector)
(Prior to Final)
Rough Mechanical 3 -<""-c'T" ~ Septic Final
Gas Piping 3-z.::>-or 7'('?<-::"' FINAL 7 -I")-O'f~&;;;z{-/
Electric Rough (by State Inspect~ (You Must Cal! For Finallmpection) ot-/}F 3jz-s-"i
Notes {Prior to Framing)
Framing '!-7-07 f'm!-+ ~~~
(to include Roof in place & Windows & Doors installed & Firestopping in place)
APPROVED
Date
THIS PERMIT IS NOT TRANSFERABLE
For Inspection Call970~384-5003 Office 970-945-8212
108 8th Street, Suite 401 Glenwood Springs, Colorado 81601
DO NOT DESTROY THIS CARD
q. \lo·Qfb sy "F. lntmr.un!hw""M.u?'5QO_
PROTECT PER~ WEAT~~...,_._,_,_,_
(DO NOT LAMINATE)
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 R043439 l/23950 1328246/l 64.976
Owner Name and Mailing Address
ILARGE, WILLIAM F & JUANITA
jP 0 BOX436
jCORT ARO, AZ 85652
Assessor's Parcel Description
(Not to be used as a legal description)
jSECT,TWN,RNG:l-7-89 SUB:IRONBRIDGE
jPUD, PHASE II, FILING 1, 2 & 3
jLOT:246 PRE:R041489 BK:l596 PG:871
jBK:l565 PG:600 BK:l560 PG:438
jBK:l560 PG:431 BK:l057 PG:0745
jBK:l028 PG:768 BK:l028 PG:597
http://www. garcoact. com/ assessor /parcel.asp ?Parce IN umber=23 9 50 13 28246
I
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8/12/2008
Parcel Detail Page 2 of 4
IBK:1006 PG:743 RECPT:752404 I
IRECPT:752403 BK:1822 PG:287 I
jRECPT:702424 BK: 1822 PG:283 I
jRECPT:702422 BK: 1822 PG:250 I
IRECPT:702421 BK: 1782 PG:269 I
IRECPT:694479 BK:1782 PG:264 I
IRECPT:694478 BK:1747 PG:1 I
IRECPT:686745 BK:1218 PG:738 I
jRECPT:572583 BK:1218 PG:715 I
jRECPT:572582 BK:1217 PG:266 I
jRECPT:572131 BK:1206 PG:852 I
IRECPT:569200 BK:1206 PG:780 I
IRECPT:569199 BK:1206 PG:768 I
IRE CPT: 569197 BK: 1206 PG:734 I
IRECPT:569195 BK:1206 PG:662 I
IRECPT:569194 BK:1206 PG:637 I
IRECPT:569192 BK:1206 PG:629 I
IRECPT:569191 BK:1206 PG:574 I
jRECPT:569190 BK:1063 PG:0578 I
jBK:1063 PG:0571 I
Location
Physical 1934 RIVER BEND WAY GLENWOOD SPRINGS! Address:
1!Subdivision: !IIRONBRIDGE PUD, PHASE II, FILING 1, 2 & I
IILand Acres: llo
j Land Sq Ft: !19,646 I
I Section II Township II Range I
I 1 II 7 II 89 I
http:/ I www. garcoact. com/assessor /parcel. asp ?Parce IN umber=23 9 50 13 28246 8/12/2008
Parcel Detail Page 3 of4
2008 Property Tax Valuation Information
II Actual Value II Assessed Value I
I Land: jj 1 01,300\l 29,380\
\Improvements: jj oil oj
I Total: II 101 ,3ooll 29,3801
Additional Value Detail
Most Recent Sale
Sale Date: l\7111/2008
Sale Price: J/325,300
Additional Sales Detail
Basic Building Characteristics
Number of Residential !o I Buildings:
Number of Comm/Ind !o I Buildings:
No Building Records Found
Tax Information
I Tax Year II Transaction Type II Amount )
I 2007 II Tax Payment: Second Half Jl ($808.30)1
I 2007 II Tax Payment: First Half II ($8o8.3o)l
I 2007 II Tax Amount II $1,616.6ol
I 2006 II Tax Payment: Second Half II ($95.12))
I 2006 II Tax Payment: First Half II ($95.12)1
I 2006 II Tax Amount II $190.241
http://www. garcoact. com/ assessor/parcel.asp ?ParcelN umber=23 9 50 13 2 82 46 8/12/2008
IRONBRIDGE CLUB
LOT
PLOT
246,
PLAN
BLOCK 3
so9·05'11 "E 59.54' S05.31 '07"E
LOT 247
_____________ _J
(!) Ol
~ ~ 2-CAR 1 ~
~ ':.t GARAGE ~ ""' TOS=74.3'
·.'Q'.
j-...
,....:
v. .11 ..
•• I)_
v. : "'~ iq
.~
-CONC .. ·
.· DRIV~
.. -~ ..
"
MODEL
3101A
FF=5977.0'
TOF=5975.6'
I
9,646
~ I oJ
'<(
80.0'
FULL
BASEMENT
3:1
:: I
..--I
01
~ I
N1
I") I
• I N1
CX)I
(f) I
L---------------
;:
N-0-7-.2-7"""':'_5_9"!":"'" w---+-·oz-=-+. -9-o-:Go·------~-)---------1 . I ~~-I '6'
. 'Iii' •... ~
'Q' •.• '>: .q.
LEGEND
86.9 = ELEVATION PER GRADING PLAN
89.4 = DESIGN ELEVATION
APPROX. . EDGE ROAD
RIVER BEND WAY
(60' R.O. W.)
Jdl~JPJD--.~
COMMENTS: .
1. MODEL 3201 DRAWN FROM FOUNDATION PLANS DATED 04/07/06
2.ARCHITECTURAL PLANS DATED 04/07/06 SCALE: 1 "=20'
3.GRADING BASED ON HCE GRADING PLAN DATED 04/27/06 JOB NUMBER: --'71'---0=0-"-6-'-'-.0-0--
4.
SUBDIVISION: IRONBRIDGE P.U.D.-PHASE 2-FIL. 3
ADDRESS: 934 RIVER BEND WAY
MINIMUM SETBACKS: FRONT: 1 0' REAR: 15'
FINISHED GRADE: 5975.6 BUILDING/BUILDING ...J....>.L__
NOTE:
LOT: 246 BLOCK: =-"'3'=--_
CITY /COUNTY: /GARFIELD
SIDE: ~ CORNER: N I A
TYPE OF HOUSE: 2 STORY '
1. BUILDING IMPROVEMENTS SHOv.t.l ON THIS PLOT PLAN ARE CONCEPTUAL FOR THE SOLE PURPOSE OF OBTAINING A BUILDING PERMIT.
REFER TO APPROVED ARCHITECTURAL PLANS FOR CONSTRUCTION OF BUILDING IMPROVEMENTS.
2. THE DRAINAGE PATTERNS SHOv.t.l ON THIS PLOT PLAN AR~ CONCEPTUAL, MODIFICATION MAY BE REQUIRED BY EXISTING CONDITIONS TO PROVIDE POSITIVE
DRAINAGE OF THE FINISHED SITE.
DRAWN BY:~M~D=M~----------
REV: ---------------------------------
REV: ---------------------------------REV: __________________________ __
DATE: 08120108 ~ , DATE: ___ _
DATE: ___ _
DATE: ___ _
~ JT·R JENGIINEEWNG
A Subsidiary of Westrian
6020 Greenwcxx:l Plaza Blvd. • Englewcxx:l, CO 80111
303-740-9393 • Fax: 303-721-9019 • wwwjrengineering.com