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Application - Permit
Garfield County No. [\cx;:q~] Building & Sanitation Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office 945-8212 Inspection Line 384-5003 c~ rro1 Job Address: Q-;)09 Cr tl7, GWS Locality: 2395-014-00-068 ----------------------~~~~~~---------------------- Use of Building: s/f dwelling w/open & cov patios Owner: Young, James & Nancy Contractor: Chirs Shaw ---------------------------------------------------------- Amount of Permit: $2,905.57 Date: lD-\\-D+ ... -- aerk: J.tcytr ... GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 s·" Street, Suite 401, Gh:nwood SpriDII, CO 81601 Phone: 970.945-8212 1 Faz: 970.384-3470 I Iu.pectioll Line: 970.384-5003 \ ~ q h Parcel/Schedule No : J 3 CJ 5 -0 1'-/-0 0 -Q b8 Permit No: Job Address: 0 Lot No: 2 3 4 5 (i 7 8 I Class of Work: 9 ~~arage: 10 !J G-\ ~Yhv o o !Sichy, C t 0 AlteraUon AddiUon ~ Move Carport: )',.. Site Pl an Co Fft-ol P(Remove D Single !J Double 11 Adjusted ValuaUons ~ c::t3 fDI l.~?. ?a..,. ;r, t.lC fst ,·~ \o\oMt. W~l:n h t.&N . ~q ~+>tJ " r£. 'M"O..,r.J NOTICE l Plan Check Fee: A SEPARATI: ELEC"rniCAL PERMIT IS REQUIRED AND MUST BE I u ' L \, 0 ~{. , s -(~\~,; b lel Permit Fee: I 1t,o ~~ ISSUED BY TilE STATE OF COLORADO. I 'i .... 11-IIS PERMIT BECOMES NUll AND VOID IF WORK OR CONSTRUCTION r T=-o.,...ta--:1:-F=-e-e -: :........------:~D:::-a-:-t-ed-;-;P::-e-r_m_l:-:-t-:1:-S-S_U_e-:d;-:----j~ AliTHORIZED IS NOT COMMENCED WITHLN 180 DAYS. OR. IF S J CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A '}_ ~ 0 ) PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. fTl I HEREBY CERTIFY TIIAT I HAVE READ AND EXAMINED TillS APPLICATION AND KNOW TilE SAME TO BE TRUE AND CORRECT. AL L PROVISIONS OF lJ\WS GOVERNING TillS 1YPE OF WORK WILL BE COMPLETED wrntiN WHETilER SPECIFIED HEREIN OR NOT. TilE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORI1Y TO VIOlJ\'re OR CANCEL TilE PROVlSIONS OF ANY 011-IER STATE OR LOCAL lJ\W REGUlJ\TING CONSTRUCTION OR THE PERFORMANC E: OF CONS'ffiUCTION. •{I occ Group ~rz ( I Zoning: Manu. Home: r; AGREEMENT Const. Type: Setbacks: I ISDS No. & Fee: Y\"!>1-£.x .. ~~-, frcr -:.y~~ PERMISSION IS HEREBY GRANTED TO TilE APPUCANT AS OWNER CONTRACJOR AND/OR THE AGENT OF 'IlfE CONTRACTOR OR OWNER TO CONS'ffiUCT 'IlfE SlRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF TilE ISSSUANCE OF TillS PERMIT. 'IlfE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUN1Y PURSUANT TO AUTIIORrlY GIVEN LN 30.28.201 CRS AS AMENDED . TilE SIGNER FURillER AGREES TIIAT IF THE ABOVE SAID ORDINANCES ARE NOT FUU. Y COMPILED wrnt IN TilE !.COATI ON, ERECTION. CONS'ffiUCTION. AND USE OF TilE ABOVE DESCRIBED SlRUCTURE. TilE PERMIT MAY BB REVOKED BY NOTICE FROM TilE COUl'nY AND THAT TIIEN AND 11-IERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS. SPECIFlCA110NS AND OTHER DATA SHALL NOT PREVENT TilE BUILDING OFFlClAL FROM TIIEREAFTER REQUIRING TilE CORRECTION OF ERRORS IN SAID PLANS , SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON TIIEREUNDER WHEN IN VIOlJ\TION OF TIIS CODE OR ANY OTHER ORDINANCE OR REGUlJ\TION OF TillS JURISDICTION. TilE REVIEW OF SUBMITTED PI.J\NS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED TIIEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILmES OR UABUTIES BY GARFIELD COUNlY FOR ERRORS, OMISSIONS OR DISCREPENCIES , TilE RESPONSJ BILnY FOR TIIESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECII'ICtALLY WITH THE ARllCTECT, DESIGNER BUilDER. AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF TilE OWNERS LNTEREST. • P-l CJ n '{Fee I HBREBY ACKNO~~DGE TIIAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITlAI.Jq t./ ... Q-~ l-0 :t DP ~ \CJ-\ \-O=J-ct. "5140 c \(. "51-"5Cf $ \\(1..{ -~~ $ {&DO Cf1 I " The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. All bathrooms must be complete, wjth washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all me and IRC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made; 8. A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, and/or State Agencies where applicable. 9. If you will be connecting to a public water and/or sewer system, proof of the tap fees have been paid and the connections inspected by the service provider prior to issuance of a C.O. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****A CERTIFICATE OF OCCUPANCY MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupanc~!e issuance of a Certificate of Occupancy for the dwelling under building permit #__,.l,....;:~""""""--..... b~ yr~y~ Signature Bpapplicationoctober2006 2/lJ/0 7 I ' Date VALUATION FEE DETERMINATION Applicant Address Date Young Subdivision 0311 CR 167 Lot/Block I 0/912007 Contractor Chris Shaw Finished (Livable Area): Main Upper Lower Other Total Basement: Unfinished Square Feet Valuation Conversion of Unfinished to Finished Total Valuation Garage: Valuation Crawl Space Valuation Decks/ Patios Valuation Covered Open Type of Construction: Occupancy: Valuation Total Valuation 1160 sf 609 sf 1160 sf sf ~,.. 2929 sf 'i-'7'1. · . 218,737.72 sf sf sf sf 0.00 0.00 0.00 660 sf X ) '"{. cS'\) ~ \ S 1 ~l.{o 140 sf )c" 1 ,_po :: ( '-tb . ___..- ~.520.00 Commercial sf X sf X sf X sf X sf X sf X 0.00 236,257.72 ' GARFIELD COUNTY BUILDING AND PLANNING 970·945-8212 MfNIMUM 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 rev iewing a plan and it 's disco v ered 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 arc in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Applicants are required to indicate appropriately and to submit the completed checklist at time of application for a permit. Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks. balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line and original grade. A section showing in detail, from the bottom of the footing to the top of the roof, including re-bar. anchor bolts, pressure treated plates, floor joists. wall studs and spacing. insulation, sheeting, house-rap, (which is required), siding or any approved building material. Engineered foundations may be required. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation. a 90 M.P.H. wind speed, wind exposure B or C, and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IRC. 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each comer of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of30% or greater must be shown on the site plan. (NOTE Section: l 06.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within th_yenvelope . Yes v ---- 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying for a building permit on is located on a comer lot. Special setbacks gp.apply. Yes V _....::..... __ _ 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 pr_9f!1enies), streams or water courses? Yes v ---- 4. Does the site plan indicate the location and direction of the County or private road accessing the property? 2 Yes / 5. Are you aware that prior to submittal of a building pennit application you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Departmeennty t 625-8601 . Yes v --L---- 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing ~el in accordance with the IRC or per stamped engineered design? Yes v ·--"------ 7 . Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and tjle clearances required between wood and earth? Yes v ------- 8. Do the plans indicate the size and location of ventilation openings for the attic , roof joist spaces an~offits? Yes V ------- 9. Do the plans include design loads as required by Garfield County for roof sno\\' loads . (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and w..Hfci loads? Yes V -----=----- I 0. Does the plan include a building section drawing indicating foundation. wall. floor, and roof construction y Yes \/ ---=----- 11. Does the building section drawing include size and spacing of floor joists, wall studs. ceiling joists, roof r~ers or joists or trusses? Yes J ---=----- 12. Does the building section drawing or other detail include th e method of positive connection of all colu~d beams ? Yes V -------- 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 flat r./of? (Building height measurement usually not to exce ed 25 feet ) Yes ;.;,r--· ------ 14. Does the plan include any stove or zero clearance fireplace planned for installation including .. " 15. 16. 17. 18. 19. 20. 21. 22. 23. make and ~eland Colorado Phase II cenifications or phase II EPA cenification? Yes ./ No -------Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC ? / Yes No ../ ------- Does the plan include a window schedule or other verification that egress/rescue windows from sleepin_!!..t6oms and/or basements comply with the requirements of the IRC? Yes V No ______ _ Does the plan include a window schedule or other verification that windows provide natural light and ~enr.rr.(cion for all habitable rooms? Yes J ----No ------- Do the plans indicate the location of glazing subject to human impact such as glass doors , glazing immediately adjacent to such doors ; glazing adjacent to any surface nonnally used as a walking surface; sliding glass doors ; fixed glass panels ; shower doors and tub enclosures and specify sai('ty glazing for these areas? Yes J-~-. No ------- Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on;t(e plan? Yes V No ------- Do you understand that if you arc building on a parcel of land created by the exemption process or the subdivision process. arc building plans in compliance with all plat notes Yes ;1-No and/or /!)co\l/ints? ------- 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 Depanment prior to any action by the HOA that requires either revocation or substanti#j7)ification of the plans. Yes A-No _____ _ Will this be .ute' only residential structure on the parcel? Yes V No 1f no-Explain: ______ _ Have two (2~mplete sets of construction drawings been submitted with the application? Yes V ---=----- 4 24. -,--:>. 26. 27. 28. 29. 30 . 31. ... , -'-· Do you understand that the minimum dimension a home can be on a lot is 20ft.wide and 20ft. long? / Yes V No ----- Have you designed or had this plan designed while considering building and other constructioq...Code requirements? · Yes V No ------ Do your plans comply with all zoning rules and regulations in the County related to your propenies zon;..district? Yes ~ No ------- Does the plan accurately indicate what you intend to construct and what will receive a final inspection by ;He Garfield County Building Department? Yes V No ------ Do you understand that approval for design and/or construction changes are required prior to the appiicaJk)n of these changes? Yes V No ------ Do you understand that the Building Depanment will collect a "Pian 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~? Yes No ------ 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 7:30a.m. to 3:30p.m. Monday through Friday. Inspections are to be called in tjY384-5003. Yes v No ------ Are you aware that requesting inspections on work that is not ready or not accessible will result in a $5(}.(10 re-inspection fee? Yes V No ------ Are you aware that you are required to call for all inspections required under the IRC including approval on a final inspection prior to receiving a Cenificate of Occupancy and occupancy ~fMbuilding? Y~ ~ No ------- 5 33 . Are you aware that the Pennit Application must be signed by the Owner or a written authority being given for an Agent and that the pany responsible for the project must comply with the IRC? / Yes v No ------- 34. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required at time oUpplicable inspection. Yes V .. No -------- 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 buildin~it application? Your attention in this is appreciated. ? 36. '() Yes 1 ~ No ______________ _ Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes No (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 issuance of a building permit that you will be required to obwin a grading permit? / Yes \/ --=---- 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 ~~~anf/)~enificate of Occupancy? I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. Signa~~r~ Date ?I;J>/o 7 I I Phone: b J g-f.o 9 8' 0 (days); . S CH\? 't. (evenings) Projecl Name : '(au~ 1ih1 Lei 't\ i.S j d f.ll C f ProjectAddress: 03£)1 Co4n}y Boac/ J(p? &.)£\i\\,;Uoo&1 S~>:JS Notes : If you have answered "No" on any of the questions. you may be required to provide this 6 J information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of a penn it. If it is detennined by the Building Official that additional information is necessary to re view the application and plans to determine minimum compliance with the adopted codes. the application may be placed behind more recent applications for building pennits 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. Bpminreq November2006 7 PLAN REVIEW CHECKLIST Applicant ~ 0 Date I 0-&( -o 1 Building _dEngineered Foundation L_Driveway Permit _0-rveyed Site Plan ~~,~~ l,..C..Septic Permit and Setbacks Sy1; 1-f ~radeffopography 30% .LAttach Residential Plan Review List _tL'Minimum Application Questionnaire ...!L_Subdivision Plat Notes ~Fire Department Review _L. Valuation Determination/Fees _bed Line Plans/Stamps/Sticker ~Attach Conditions v"' Application Signed /Plan Reviewer To Sign Application ~Parcel/Schedule No. ~ 40# Snowload Letter-Manf. Hms. LL._ Soils Report GENERAL NOTES : Planning/Zoning ~Property Line Setbacks L 30ft Stream Setbacks --\.,L.Fiood Plain ...fLBuilding Height ~Zoning Sign-off /Road Impact Fees .t.L'HOA/DRC Approval ~ Gradeffopography 40% ~Planning Issues .J.L'subdivision Plat Notes Bill To: Garfield County Road and Bridge Department ,. A' P.O. Box426 Rifle, CO 81650 Phone-(970)625-8601 Fax-(970)625-8627 Invoice Driveway Permit Number: GRB07-D-99 Invoice Date: 9/10/2007 James Young PO Box 2052 Glenwood Springs , CO 81602 $75.00 per Driveway Permit. Driveway Permit Fee: ----- Total Due: Thank You! $75.00 $75.00 Application for Driveway Permit Perso11 Obtai11i11g Permit: James Youug Applicatio11 Date: 9110/2007 Co1111ty Road Number: 167 District: Gle11wood Permit N1111tber: GRB07-D-99 Termiuatio11 Date: 10110/2007 l11spector: Jake Mall hereby requests permission and authority from the Board of County Commissioners to construct a driveway approach { es) on the right-of-way off of County Road, 167, of At Address, located on the West side of road for the purpose of obtaining access to property. Applicant submits herewith for the consideration and approval of the Board of County Commissioners, a sketch of the proposed in~taltation showing all the necessary specification detail including: 1. Frontage of lot along road. 2. Distance from centerline of road to property line. 3. Number of driveways requested 4. Width ofproposed driveways and angle of approach. 5 . Distance from driveway to road intersection, if any. 6. Size and shape of area separating driveways if more than one approach. 7. Setback distance of building(s) and other structure improvements. 8. No unloading of equipment on county road, any damage caused to county road will be repaired at subdivision expense. 9 . Responsible for two years from the date of completion. General Provisions I) The applicant represents all parties in interest, and affirms that the driveway approach (es) is to be constructed by him for the bona fide purpose of securing access to his property and not for the purpose of doing business or servicing vehicles on the road right of way. 2) The applicant shall furnish all labor and materials, perform all work, and pay all costs in connection with the construction of the driveway(s). All work shall be completed within thirty (30) days of the permit date . 3) The type of construction shall be as designated and/or approved by the Board of County Commissioners or their representative and all materials used shall be of satisfactory quality and subject to inspection and approval of the Board of County Commissioners or their representative. 4) The traveling public shall be protected during the installation with proper warning signs and signals and the Board of County Commissioners and their duly appointed agents and employee shall be held harmless against any action for personal injury or property damage sustained by any reason of the exercise of the Permit. 5) The Applicant shall assume responsibility for the removal or clearance of snow, ice, or sleet upon any portion of the driveway approach (es) even though deposited on the driveway(s) in the course of the County snow removal operations. 6) In the event it becomes necessary to remove any right-of-way fence, the posts on either side of the entrance shall be surely braced before the fence 1s cut to prevent any slacking of the remaining fence and all posts and wire removed shall be turned over to the District Road Supervisor of the Board of County Commissioners . 7) No revisions or additions shall be made to the driveway(s) or its appurtenances on the right-of-way without written permission of the Board of County Commissioners. 8) Provisions and specifications outlined herein shall apply on all roads under the jurisdiction of the Board of County Commissioners of Garfield County, Colorado, and the Specifications, set forth on the attached hereof and incorporated herein as conditions hereof. 9) Final inspection of driveway will be required upon completion and must be approved by person issuing permit or representative of person issuing permit. The inspection and sign off must be done prior to any CO from the Building and Planning Department being issued. 1 0) Contractor agrees to all Provisions in Exhibit A. Special Conditions: I. Driveway Width-30ft 2. Culvert required? False Size: by 3. Asphalt or concrete pad required? True Size of pad: 30ft Wide x lOft long x 4in thick 4. Gravel portion required? False Length: 5. Trees, brush and/or fence need to be removed for visibility? False 6. Distance and Direction: 7. Certified Traffic Control Required? False 8. Work zone signs required? True In signing this application and upon receiving authorization and permission to install the driveway approach (es) described herein the Applicant signifies that he has read, understands and accepts the foregoing provisions and conditions and agrees to construct the driveway(s) in accordance with the accompanying specification plan reviewed and approved by the Board of County Commissioners. V\D~--Signed: ~sifu~f'y Address: Telephone Number: ____________ _ Permit granted 9/10/2007, subject to the provisions, specifications and conditions stipulated herein. For Board of County Commissioners' of Garfield County, Colorado: 6ci1CttJ,; Representative of Garfield County Road and Bridge Signature Specifications I. A driveway approach is understood to be that portion of the county road right-of way between the pavement edge and the property line that is designed and used for the interchange of traffic between the roadway and abutting property. 2. At any intersection, a driveway shall be restricted for a sufficient distance from the intersection to preserve the normal and safe movement of traffic . (It is recommended for rural residence entrances that a minimum intersection clearance of 50 feet be provided and for rural commercial entrances a minimum of 100 feet be provided.) 3. AH entrances and exits shall be so located and constructed that vehicles approaching or using them will be able to obtain adequate sight distance in both directions along the county road in order to maneuver safely and without interfering with county road traffic. 4 . The Applicant shall not be permitted to erect any sign or display material, either fixed or movable, on or extending over any portion of the county road right--of-way. 5. Generally, no more than one approach shall be allowed any parcel or property the frontage of which is Jess than one hundred (1 00) feet. Additional entrances or exits for parcels having a frontage in excess of one hundred 1 00) feet shall be permitted only after showing of actual convenience and necessity. 6. All driveways shall be so located that the flared portion adjacent to the traveled way will not encroach upon adjoining property. 7. No commercial driveway shall have a width greater than thirty {30) feet measured at right angles to the centerline of the driveway except as increased by permissible radii. No noncommercial driveway shaH have a width greater than twenty (20) feet measured at right angles to the centerline of the driveway, except as increased by permissible radii. 8. The axis of an approach to the road may be at a right angle to the centerline of the county road and of any angle between ninety (90) degrees and sixty (60) degrees but shall not be less than sixty {60) degrees. Adjustment will be made according to the type of traffic to be served and other physical conditions. 9. The construction of parking or servicing areas on the county road right-of-way is specifically prohibited. Commercial establishments for customer vehicles should provide off-the-road parking facilities . 10. The grade of entrance and exit shall slope downward and away from the road surface at the same rate as the normal shoulder slope and for a distance equal to the width of the shoulder but in no case less than twenty (20) feet from the pavement edge. Approach grades are restricted to not more than ten percent (10%). 11. All driveways and approaches shall be so constructed that they shall not interfere with the drainage system of the street or county road. The Applicant will be required to provide, at his own expense, drainage structures at entrances and exits, which will become an integral part of the existing drainage system. The Board of County Commissioners or their representative, prior to installation, must approve the dimensions and types of all drainage structures. Note : This permit shall be made available at the site where and when work is being done. A work sketch or drawing of the proposed driveway(s) must accompany application. No permit will be issued without drawing, blueprint, or sketch. .· t.. ~I U I J .C.<.'V • .1. L. ~ ,-, oetJe/28U? ~a:~2 =" 1 v .,.,..-:.·u. -:~t~ ::::>1#-lt""L.t.':> E456G2? ROAD !\NlJ .BRIOOE DOUl> 01' comft't CCMIIIII'C.US 01' QNli'D!.D CODKft aanftQft(ll AIID UI'IN.'Yl'f UGidDt• U.LilML AL%Dr8 I""AI:Il:. tJl / 03 PAGE OJ fh• Contrac:tox:, ..0~•• necroe and e1.9ftae~•! ~·~"• belOif, certifiea AI\~ a~:ees a:J follows: 1. The contractor snall cottplY •ltll the ~·uYUiQn• of c .~.,. •··11.$-101 *t lll!q, l1\iJ ·CQntracstor 11t1all 1\0'l:. la'lowlAt,ll)' e~~e~loy o.r conuaet dCI'\ en tlle;al alien to P4ttfoGr. -'O.t:'k fox: tM Beard of Co1mty C~bdonen of CU"fielci County, ~olo:.-do ("30CC'") ot e.nta~: 1nto a conti:Aoe with a agl)oonU:acto.r: t:.hn kn~in~ly eepl~Y~ or ccnt~ao~ vitb .o ill~al aAiOft. 2. t'be conuactor t~re•'lt'lt:,, wa•r•'-•t.sp and aq&"M• th;at 1t ha• 'Terifi•d that it dou nor: e~~P101 any ill~CJ&1 al1ana1 th•t Lt. hu partS.cipa':t:d ox: at.tt~~CPted to partiei?a~ in the B&ai.c l'Uot 21\plo)'fl•ln~. Vuifi~t:.ion 't'oqra tuimlJU.atenti by 'th" Social 80CUI:'UY Md.niatretL= &.nd Dft'UtllleDt or Hollllll.lnc1 S•euC"1t)r': and o~h4r.wi.a •b•ll ~~Y -1~h tbe tequ1ra.en~• of c ••• s . a -17 .S-t021~1 (b). 3. t'M .:,,nt:r.-~:tor .!JI\AlL CCIIIP1Y wit!.'\ ••11 reaeonable :•que'u aacle .1.n tl:le ~uz•fl of en 1::wweti~~tion ~~" C.R • .s, 8-17 .li•102 by the t:olouc!o ~r-cMnt ot !.aDOt: ancl IZIIplo:ynlllt\t.. l£ t:~e CODtr.acto~ ta1 1 •• to ~ly •ith ¥nY eequir~~~erat ~;~! thia provi•1o~ gr e.~.s. 8•11.5-~01 .t ~., the 10CC may terainat• ~otk £~~ br .. ch and th• Ooatx~~t~r ehall be liable lo~ •otual and eon••quential ~9•• to the Stabll . '· Xf the Contra~~~ i• a .ale p~ieto~, tbe unoecai~ h•~by ew•a~8 or aCUQ.t wader PfiMlt:y ot perj\l~Y undel!' tbe 1••• of \:he sut• of Colorado ~~t (Chec:~: one): -X.. I ~ a tln.iteci StAte• citi:Ma., or: _ ~ 1 t~t a '-J:Wment tt.eaS.!M~t of tho un£.'-ci Statea, o~ I ... lJntfu.lly p.r:•eettt .in tbe Ul\;~ted liUte• puuuant to fHnal l;nr. I und.s:::atcanc:s 11ha~ t:hh ltwom •~•t-.nt .... ~~:h:tld l'l:f l.av bec:au"4 I ~a eol-pt~ietor .ntetiD9 iDto a contract to p.z1o~.wor~ for t:he aocc. % ~ec•t•o.cs that •t:.t.t• liN reqo.U~te• .. to prO'ide ptoof ehftt 1 .a la~~lly ~~••ant in the onited 3t&~e• p~ic~ ~o •tart~9 work to~ th• IIQCC. 1 Curthel' •~ckftowl~ tbat X wUl coaply "ith the ~~c.aenta of c.a.$, 2C-1f..S•101 et ·~· 4ftd will pc~e• the required fora of 1c~titie4ticn p~!or to sta&tin9 work. I ecicnowl~d~ ~hilt ~Yltln9 11 fa~e.e, flodtious, o: £r.~t~\&hnt •t4teJM:nt or: ropr~•flutaUotl ift thb •wo.m •ff14&Tit J.e Pdfti~le g).ISU th~t :dain•l lawo ~f Oo1otac1o aa pecj~tV ~ the •eoo~d ~ree anGftr C.P..S. 11·8•503. CU'r ~rttD an<1 AGl\UD 't~ thh ,!l doy of .5 t ? t . ?.':'r/]_. cotl~~: h~tS ~ ~4~ leontr•ctot 1'\lll.i li..el !lv: Y1~¥'~ -____ .... _.._.L ...... it l.Uq:er ... o. ~f1M'Io1t 1081.,..1 .. , •• 1 IWilBl~ t::,d :LJ. yh 'tl '1:lt ~r Soc.i.~l s.o\ii'ty llwabiw: Own :: .!.:1-----· ·Tide - Andy Schwaller From: Sent: To: Cc: JYoungUAL 1@aol.com Thursday, August 21, 20081:01 PM Chris Chappelle Andy Schwaller; LMasur@aol .com; jmasur@anbbank.com Subject: project progress August 21, 2008 James Young P.O. Box 2052 Glenwood Springs, CO 81601 Christopher Chappelle Garfield County Building and Planning 108 8th Street Glenwood Springs, CO 81601 Chris, Page 1 of2 I met on site yesterday with Mark Gilfillan from the Army Corps of Engineers. We had a very productive meeting and came up with a mitigation plan for his jurisdiction. I will submit this plan to him in writing today. He stated he would approve the plan and forward a copy to your office and I should be able to start work early next week. I estimate the cost to complete the entire project as folJows: Army Corps mitigation: $0 -3,000 0 cost if I do it myself with a shovel and buckets, probably a week of shoveling. 2,000-3000 if I hire an excavator, 1 day max. (I intend to use the excavator) Seeding and revegetation: $2000-4000 depending on the number and type of vegetation required. Maximum estimated cost is $7000. I am working with John Masur at American National Bank to secure a letter of credit for $1 0,000. This should allow plenty of buffer for any unforeseen circumstances. Again, if you have any questions or concerns please call me at 618-6980 Regards, James Young 8/21/2008 COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone {970) 945-8212 Job located at 30 9' cg, /6 7 Permit No. r/0 0 / z_ I have this day inspected this structure and these premises and found the following corrections needed: A/E£0 P£~771'c7/0~ p~.ss CA/?S • oAI 8t?r~C Pe P/?.4/A/'S A f<~/rc; .5P?c;/(£ Rt'Z'Zi:c/0/e Ce;0e((S. s;gA(_ ~/C./C)' _.s ~/11/1e,R t{d-d/Jt:?{;) /AI §Al?f- L ~all for Re-lnsaection D $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date ?;?' -// Building Inspector £., /~ t;(L.~ Phone (970) 945-8212 A COLORADO STATE W BANK AND TRUST~ IRREVOCABLE STANDBY LETTER OF CREDIT BOK06SDP01584 ISSUED IN TULSA, OKLAHOMA ON 08/17/06 BENEFICLhRY: BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY C/0 BUILDING AND PLANNING DEPARTMENT DIRECTOR ('BOCC') 108 8TH STREET, SUITE 401 GLENWOOD SPRINGS, CO 81601 APPLICANT: SLATE RIVER RESOURCES LLC 1600 BROADWAY, STE. 900 DENVER, CO 80202 DATE AND PLACE OF EXPIRY: 08/14/07 TULSA AMOUNT: 14,250.00 USD USD fourteen thousand two hundred fifty and no cents RECEI,'ED AUG I 8 2006 GARr;~LD COUNTY BUU.C1NG & PLANNING WE HEREBY ESTABLISH, AT THE REQUEST OF THE APPLICANT OUR IRREVOCABLE STANDBY LETTER OF CREDIT NO. BOK06SDP01564, IN THE AMOUNT OF US$ 14,250.00 (FOURTEEN THOUSAND TWO HUNDRED FIFTY AND 00/100 UNITED STATES DOLLARS) A~LABLE BY YOUR SIGHT DRAFT(S) ON COLORADO STATE BANK AND TRUST N.A., ACCOMPANIED BY THE FOLLOWING DOCUMENTS: 1. BENEFICLARY'S SIGNED STATEMENT EXECUTED BY THE CHAIRMAN OF THE BOCC OR THE BOCC'S AUTHORIZED DESIGNEE STATING: 'SLATE RIVER RESOURCES LLC IS IN DEFAULT OF ITS OBLIGATIONS SET FORTH IN THAT CERTAIN SPECIAL USE PERMIT FOR MATERIAL HANDLING OF NATURAL RESOURCES FOR A 6-INCH NATURAL GAS PIPLNIE TO BE ISSUED BY BENEFICIARY TO APPLICANT, IN ACCORDANCE WITH THE RESOLUTION OF APPRO~, BOCC RESOLUTION NO. 2006-82, RECORDED AS RECEPTION NO. 704364 IN BOOK 1831 AT PAGE 920, COVERING A RIGHT-OF-WAY FOR A NATURAL GAS PIPELINE LOCATED ON FEE LAND KNOWN AS THE FLANIGAN FAMILY INVESTMENTS LLC RANCH IN SECTIONS 4 AND 9-T8S-R104W. ' 2. THE ORIGINAL LETTER OF CREDIT, ENDORSED ON THE REVERSE SIDE WITH THE WORDS: 'DRAWN BY THE BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO IN THE AMOUNT OF US$ 14,250.00', MANUALLY SIGNED BY THE CHAIRMAN OR THE BOCC'S AUTHORIZED REPRESENTATIVE. THIS LETTER OF CREDIT WILL BE AUTOMATICALLY EXTENDED FOR AN ADDITIONAL PERIOD OF ONE YEAR FROM THE PRESENT OR ANY FUTURE EXPIRATION DATE UNLESS, AT LEAST NINETY (90) DAYS PRIOR TO SUCH EXPIRATION DATE, WE SEND YOU WRITTEN NOTICE BY REGISTERED MAIL/COURIER THAT WE ELECT NOT TO SO EXTEND THIS LETTER OF CREDIT. PARTIAL DRAWINGS ARE NOT PERMITTED. THIS LETTER OF CREDIT AND AMENDMENTS, IF ANY, MUST BE RETURNED TO US FOR CANCELLATION WITH A STATEMENT SIGNED BY THE BENEFICIARY STATING: 1 THIS LETTER OF CREDIT IS NO LONGER REQUIRED BY THE BOCC AND IS HEREBY RETURNED TO THE ISSUING BANK FOR CANCELLATION.' L A COLORADO STATE ~BANK AND TRUST~ WE HEREBY AGREE TO HONOR EACH DRAFI' DRAWN UNDER AND IN COMPLIANCE WITH THE TERMS OF THIS LETTER OF CREDIT IF PRESENTED TOGETHER WITH THE DOCUMENTS ABOVE SPECIFIED, TO THE OFFICE OF THE ISSUER, COLORADO STATE BANK AND TRUST, N.A., 1625 BROADWAY, SUITE 1570, DENVER, CO 80202, ATTN: MIKE LOGAN, ON OR BEFORE THE DATE OF EXPIRATION IDENTIFIED ABOVE OR ANY SUBSEQUENT EXTENDED EXPIRY DATE. THIS LETTER OF CREDIT IS ISSUED SUBJECT TO THE UNIFORM CUSTOMS AND PRACTICES FOR DOCUMENTARY CREDITS (1993 REVISION), INTERNATIONAL CHAMBER OF COMMERCE PUBLI~TION NO. 500 AND THE UNIFORM COMMERCIAL CODE AT C.R.S. 4-1-101 ET SEQ., AS ~OED. THIS LETTER OF CREDIT SHALL BE INTERPRETED UNDER THE LAWS OF THE STATE OF COLOAADO, THE STATE OF LEGAL RESIDENCE OF CORPORATE ISSUER AND GOVERNMENTAL BENEFICIARY. APPROVED AS ~ . ~~-l .... ltC~ oKr~R FLORES r MANAGER, INT'L TRADE OPERATIONS COLORADO STATE BANK AND TRUST, N.A. I !· r j ! I l i I James Young P.O. Box 2052 Glenwood Springs, CO 81602 Andy Schwaller Garfield County Building and Planning I 08 8th Street Glenwood Springs, CO 81601 Dear Andy, Aug 1, 2008 I am writing to confirm our phone conversation of 7-30-08. I am anticipating calling for a final inspection on my new residence on 8-11-08. This residence is located at 0309 County Road 167. The building permit number is 10692. I am currently living in the old existing residence at the same address. After a certificate of occupancy is issued for the new residence I will move from the old residence into the new residence and then dismantle and completely remove the old residence from the property. This will all be complete by 10-02-08. After removing the old residence I will relocate my driveway to pass over the old residence location. I anticipate the new driveway to be complete by 11-01-08. I have discussed this with Jake Mall at the Garfield County Road and Bridge Department. Upon receiving a copy of this letter and a contract for my driveway pad, Jake is agreeable to this timetable and will sign off on my driveway permit# GRB07-D-99. I appreciate your time and help on this matter and if you have any questions or concerns please call me. 970-618~6980. Thank You, 7~7"~ James Young I 0 r ....,, u .. ~tech HEPWORTH · PAWLAK GEOTECHNICAL SUBSOIL STUDY Hq'" -rtl · P.ml•k Q,., ,.·.hnk d, Inc. )()20 C 'wur R•~<hl 114 Glcm1onJ S1 rin!.!'· C•l ·r ,,fu S I · '1 J'h,·ne 'Ji0 '·>4'i-ilJS8 FIX . <liC -lJ4'i·S41·f .:m ul hp.:eod! hp;.:eurl'· h d ill FOR FOUNDATION DESIG~ PROPOSED RESIDENCE 0311 COUNTY ROAD 167 GARFIELD COUNTY, COLORADO JOB NO. 106 0341 MAY 26,1006 PREPARED FOR: JD·tYOU~G 0311 COUNTY ROAD 167 GLEN'WOOD SPRINGS, COLORADO 81601 P.trlt:r 303-841-7119 • Culnradu Springs 719-63 3-5562 • Silverthorne 970-468-191'19 TABLE OF CONTENTS PURPOSE AND SCOPE OF STUD\'· ............................................................................ -1- PROPOSED CONSTRUCTION ..................................................................................... -1- SITE CONDITIONS ....................................................................................................... -2 - SUBSIDENCE POTENTIAL ......................................................................................... -2- FIELD EXPLORATION ................................................................................................. -3- -.., SUBSURFACE CONDITIONS ...................................................................................... -3- l ~.J FOUNDATION BEARING CONDITIONS ................................................................... -4- 1 DESIGN RECOMMENDATIONS ................................................................................. -4- FOUNDATIONS ......................................................................................................... -4- FOUNDATION AND RETAINING WALLS ............................................................ -5- FLOOR SLABS .......................................................................................................... -7- UNDERDRAIN SYSTEM .......................................................................................... -7- SURF ACE DRAINAGE ............................................................................................. - 8 - LIMITATIONS ............................................................................................................... - 8 - N FIGURE 1-LOCATION OF EXPLORATORY BORINGS FIGURE 2 -LOGS OF EXPLORATORY BORINGS FIGURE 3 -LEGEND AND NOTES l FIGURE 4-SWELL-CONSOLIDATION TEST RESULTS TABLE 1-SUMMARY OF LABORATORY TEST RESULTS I l [ c [ r ~ ... '--.J PURPOSE MD SCOPE OF STUDY This report presents the results of a subsoil study for a proposed residence to be located at 0311 County Road 167, Glenwood Springs, 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 you dated April 13, 1006. A field exploration program consisting of exploratory borings was conducted to obtain infonnation on the subsurface conditions. Samples of the subsoils obtained during the field exploration were tested in the laboratory to detennine 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 one story wood frame structure above a walkout basement with an attached garage. Basement and garage 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 of the proposed type of construction. The existing residence will be razed prior to construction. If building loadings, location or grading plans change significantly from those described above, we should be notified to re-evaluate the recommendations contained in this report. Job No. I 06 0341 ~ ,- ~ I .J ··~ i -2- SITE CONDITIONS The property is occupied with a one story wood frame residence above a walkout basement and two out buildings consisting of a one story metal slab-on-grade shop/garage and a shed. Vegetation consists of landscaped lawn area with scattered evergreen trees. The ground surface generally slopes down to the west. The building area is located between two relatively flat topographic benches separated by a small steep slope. The Roaring Fork River is located about 150 feet west and below the building area. An abandoned septic tank is located along the upper east wall line of the proposed residence and an abandoned leach field may be located in the lower portion of the proposed building. SUBSIDENCE POTENTIAL Bedrock of the Pennsylvanian age Eagle Valley Evaporite underlies the lower part of the Roaring Fork River valley and the subject site. These rocks are a sequence of gypsiferous shale, fine-grained sandstone and siltstone with some massive beds of gypsum and limestone. There is a possibility that massive gypsum deposits associated with the Eagle Valley Evaporite underlie portions of the property. Dissolution of the gypsum under certain conditions can cause sinkholes to develop and can produce areas of localized subsidence. During previous work in the area, several sinkholes were observed scattered throughout the nearby ranch properties. These sinkholes appear similar to others associated with the Eagle Valley Evaporite in areas of the Eagle Valley. Sinkholes were not observed in the immediate area of the subject lot. No evidence of cavities was encountered in the subsurface materials; however, the exploratory borings were relatively shallow, for foundation design only. Based on our present knowledge of the subsurface conditions at the site, it cannot be said for certain that sinkholes will not develop. The risk of future ground subsidence on the property throughout the service life of the proposed residence, in our opinion, is low; however, the owner should be made Job No. 106 0341 ~ i -3- aware of the potential for sinkhole development. If further investigation of possible cavities in the bedrock below the site is desired , we should be contacted. FIELD EXPLORATION The field exploration for the project was conducted on April 26, 2006. Two exploratory borings were drilled at the locations shown on Figure 1 to evaluate the subsurface conditions. The borings were advanced with 4 inch diameter continuous flight augers powered by an A TV -mounted CME drill rig. The borings were logged by a representative of Hepworth-Pawlak Geotechnical, Inc. Samples ofthe subsoils were taken with I % inch and 2 inch I.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 of the relative density or consistency of the subsoils. Depths at which the samples were taken and the penetration resistance values are shown on the Logs of Exploratory Borings, Figure 2. The samples were returned to our laboratory for review by the project engineer and testing. SUBSURFACE CONDITIONS Graphic logs of the subsurface conditions encountered at the site are shown on Figure 2. The subsoils below 2 feet of fill in Boring 1 and 1 foot of topsoil in Boring 2 consist of sandy clay to II to I2 feet ov erlying silty sandy gravel with cobbles and boulders. Drilling in the dense granular soils with auger equipment was difficult due to the cobbles and boulders and drilling refusal was encountered in the deposit. Laboratory testing performed on samples obtained from the borings included natural moisture content and percent finer than No. 200 sieve. Results of swell-consolidation testing performed on a relatively undisturbed drive sample, presented on Figure 4, Job No. 106 0341 ~ .-, .. ~ I I .. -4- indicate low to moderate compressibility under conditions of loading and wetting. The laboratory testing is summarized in Table I. No free water was encountered in the borings at the time of drilling or when checked on May I 8 , 1006 and the subsoils were slightly moist to moist. FOUNDATION BEARING CONDITIONS The natural soils, below topsoil, are adequate for support of spread footing foundations. The upper garage footings will bear on the sandy clay soils and the lower walkout level footings may penetrate the sandy clay and bear on the sandy gravel. There is some risk of differential settlement for footings which transition from the sandy clay soil to the sandy soil. Fi11 and undesirable soils may be encountered in the old leach field area. The grade in overexcavated areas can be reestablished with a structural material such as pit run or road base compacted to 1 00 percent standard Proctor density at a moisture content near optimum. DESIGN RECOMMENDATIONS FOUNDATIONS Considering the subsurface conditions encountered in the exploratory borings and the nature of the proposed construction, we recommend the building be founded with spread footings bearing on the natural soils. The desi!:-'11 and construction criteria presented below should be observed for a spread footing foundation system. 1) Footings placed on the undisturbed natural granular soils should be designed for an allowable bearing pressure of I ,500 psf. Footings bearing entirely on the underlying dense bYI"avel soils can be designed for an allowable soil bearing pressure of 3,000 psf. Based on experience, we Job No. 106 0341 ~ fl :J r M ; -5- expect settlement of footings designed and constructed as discussed in this section will be about I inch or less. 2) The footings should have a minimum width of 16 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) 5) 6) Continuous foundation walls should be reinforced top and bottom to span local anomalies. Foundation walls acting as retaining structures should also be designed to resist lateral earth pressures as discussed in the 11 Foundation and Retaining Walls" section of this report. All existing fill, topsoil and any loose or disturbed soils should be removed and the footing bearing level extended down to the natural soils. The exposed soils in footing area should then be moistened and compacted. If water seepage is encountered. the footing areas should be dewatered before concrete placement. 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 desihTI1ed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of at least 50 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. Job Xo .. 106 0341 ~ ...., I I J ., -6- 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 abo ve assume drained conditions behind the walls and a horizontal backfill surface. The buildup of water behind a wall or an upward sloping backfill surface will increase the lateral pressure imposed on a foundation wall or retaining structure. An underdrain should be pro vided to prevent hydrostatic pressure buildup behind walls. Backfill should be placed in unifonn 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 the clay soils and 0.50 for the gravel soils. Passive pressure of compacted backfill against the sides of the footings can be calculated using an equivalent fluid unit weight of 350 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. Joh No. 106 034 I ~tech -. ~ ~ ·7· FLOOR SLABS The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab- on-grade construction. 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 vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A minimum 4 inch layer of free-draining gravel should be placed beneath basement level slabs to facilitate drainage. This material should consist of minus 1 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 granular 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 mountainous areas 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, crawlspace and basement areas, be protected from wetting and hydrostatic pressure buildup by an underdrain system. The drains should consist of drainpipe placed in the bottom of the wall backfill surrounded above the invert level with free-draining granular material. The drain should be placed at each lev el of excavation and at least 1 foot below lowest adjacent finish grade and sloped at a minimum 1% to a suitable !,l'favity outlet. Free-draining granular material used in the underdrain s ystem should contain less than 2 % passing the N o. 200 Job ~o -106 0341 ~ ....., - -8- sieve, less than 50% passing the No. 4 sieve and have a maximum size of 2 inches . The drain grav el backfill should be at least I 'lS feet deep SURF ACE DRAINAGE The following drainage precautions should be observed during construction and maintained at all times after the residence has been completed: I) Inundation of the foundation excav ations 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 10 feet in unpaved areas and a minimum slope of 3 inches in the first I 0 feet in paved areas. Free-draining wall backfill should be capped with about 2 feet of the on- site soils to reduce surface water infiltration. 4) 5) Roof downspouts and drains should discharge well beyond the limits of all backfill. Landscaping which requires regular heavy irrigation should be located at least 5 feet from foundation walls. LIMITATIONS This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time . We make no warranty either express or implied . The conclusions and recommendations submitted in this report are based upon the data obtained from the ex ploratory borings drilled at the locations indicated on Figure I, the proposed type of construction and our experience in the area. Job No . I 06 0341 ~ ! 0 ~ I . 9. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future . If the client is concerned about MOBC. then a professional in this special field of practice should be consulted. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory borings and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report. we should be notified so that re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not respons ible for technical interpretations by others of our infonnation. 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 engmeer. Respectfully Submitted, HEPWORTH-PAWLAK GEOTECHNICAL , INC . -·-~ /s-1-=~ I Louis E. Eller Re viewed by: Daniel E. Hardin, LEE/ksw Job No. I 06 0341 ~tech -. ~ .. ....---- BOR ING2 Ra4RhVG FORK RIVER ;~XISTING i L_!HE~ _ _j ,-- 1 I L __ APPROXIMATE LOCATION OF OLD LEACH FIELD ----, l I -----' PROPOSED RESIDENCE ABANDONED SEPTIC TANK r-----, I I I EXISTING I I RES IDENCE I I (T O BE RAZED) I EXISTING GRAVEL DRIVE r----, I I I I I I I I EXISTING I SHOP/ 1 GARAGE I I I I I L ___ ...J I I NOT TO SCALE I I 106 03 41 ~ H~wOinlfoPAWLAKGEO'ntCHNICAL LOCA 170N OF Er~OR4 TORY BORINGS Figure 1 BOR ~N G 1 BORING 2 0 --0 APPROXI MAT E GARA GE FOOTING GRADE ...., t-5 rr w-I f b 15/12 .!:i 5 '1 I I ~ ~ ~ ~ ~ APPROXIMATE LOWER LJ:-vEL ~ 10 FOOTING GRADE 10~; 17/12 14/12 LJ... wc ... 253 WC=9.5 . ~ 00=96 D0n 109 ii -200=73 -200=-53 Q) Cl I I 15 40/12 15 20 20 Note : Exp lanat ion of symbols is shown on Ftgure 3. 106 0341 ~ LOGS OF EXPL ORATORY BORIN GS F1g ure 2 HEPWORTH-PAWLAK GEOTB:HNIC:AL LEGEND: ~ FILL; pit run and road base from recent driveway extens·on. ~ TOPSOIL: sandy silt and clay, organtc , mo1st, dark brown . D CLAY (CL); sandy, silty, statified, sand layers, medium stltf to stiff, slight ly moist to moist, mixed brown. ~ . . GRAVEL (GP-GM); with cobbles and small bou lders , sandy, silty, dense . moist, l ~ght brown, rounded rock . J I p Relatively undisturbed drive sample; 2-inch 1.0. California liner sample. ~ I ~ Drive sample; standard penetration test (SPT). 1 3/8 inch 1.0. split spoon sample, ASTM D-1586 . ~ ' 17/12 T NOTES: Drive sample blow count; indicates that 17 blows of a 140 pound hammer falling 30 inches were required to drive the California or SPT sampler 12 inches. Practical drilling refusal. 1. Exploratory borings were drilled on April 26, 2006 with 4-inch diameter continuous flight power auger. 2. Locations of exploratory borings were measured approximately by pacing from features shown on the site plan provided. 3. Elevations of exploratory borings were not measured and the logs of exploratory borings are drawn to depth. 4. The exploratory boring locations and elevations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory boring logs represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was encountered in the borings at the time of drilling or when checked on May 18, 2006. Fluctuation in water level may occur with time . 7. Laboratory Testing Results: WC = Water Content (%) DD = Dry Density (pen -200 = Percent passing No . 200 sieve 106 0341 ~ HEPWOFI'Tl+-PAWLAK GEOTECHNICAL LEGEND AND NOTES Figure 3 ' . Mois ture Content = 9 .5 percent Dry Density = 109 pcf Sample of: Sandy Silty Clay From: Boring 2 at 10 Feet 0 r---1-r--~ Hb 1 1(1).. ;f! ~ ;.;. Compression c:: "' upon 0 wetting 'Cii 2 en a> (~ ... 0. E 0 (.) 3 1\ ~) ""' J 4 ~ -' "" J 01 1.0 10 100 APPLIED PRESSURE -ksf 106 0341 ~ HEPWORn+PAWLAI( Ge:OTCHHICAI. SWELL -CONSOLIDATION TEST RESULTS Figure 4 l-.1 l ~~ _J L:...J HEPWORTH-PAWlAK GEOTECHNICAL, INC. TABLE 1 Job No . 106 03~ 1 SUMMARY OF LABORATORY TEST RESULTS SAMPLE LOCATION NATURAL NATURAL GRADATION PERCENT ATIERBERG LIMITS UNCONFINED I MO ISTURE DRY GRAVEL SAND PASSING LIQUID PLASllC COMPRESSIVE SOIL OR BOR ING DEPTH CONTENT DENSilY NO . 200 LIMIT INDEX STRENGTH BEDROCK lYPE (%) (%) SIEVE (I\) (%) (pcf) (%) (%) {PSf) I 10 25 .3 96 73 Sandy Silty Clay 2 lO 9 .5 109 53 Sandy Silty Clay - I -- I I ! I i ! I --~--·-~ -------··------- Kimly C. Mangum, P.C. DBA -M A NGUM MEC ENG I NEERING CONSULTANTS planning/architecture/engineering 1856 West Parkwa)' Blvd Salt Lake City, Utah 84119 (80 1)974-SJOI fa~ f801)974-5l02 2007 PROJECT ENGINEERING SHEET Project Nsme WCLH -Young -BH4 Client Whisper Creek Log Homes WCLH C/hlnt Contact Accounts Payable WCLH Project Location: Subdivision/Lot 0311 City Road 167 City Glenwood County Garfield State co 9/5/2007 Date Opened 9/17/2007 Finish Date DESIGN CRITERIA Governing Code Project Size Basement, One Level & Loft Seismic Design Category Seismic Response Mod. Coeff Basic Wind Speed (3 Second) Exposure Roof Snow Load Roof Dead Load Floor Live Load Floor Dead Load Site Class 2006 IBC I IRC 1,535 sq ft c 6.5 90 mph c 40 psf 15 psf 40 psf 12 psf D Allowable Soil Bearing Pressure 1,500 psf Frost Depth Job Type Residential Project Type WCLH 36 in. COPYRIGHT KCM,P.C. 2007 ~THIS SHEET MUST BE WET STAMPED, INITIALED AND DATED ON LIME GREEN PAPER TO BE VALID FOR OBTAINING A BUILDING PERMIT. ANY CHANGES IN DESIGN CRITERIA, STRUCTURAL DETAILS, MEMBER SPANS, OR LOADING MUST BE REVIEWED AND APPROVED IN WRITING BY KIMLY C. MANGUM , AlA, P.E. PRIOR TO CONSTRUCTION OR THESE CALCULATIONS AND PROFESSIONAL ENGINEERS STAMP ARE VOID. REGISTERING (REUSE) OF THESE CALCULATIONS , DESIGN , OR ASSOCIATED PLANS IS PROHIBITED. £tl'l - NOTE: THIS ENGINEERING AND STAMP ONLY VAUD FOR 180 DAYS MAX FROM THE DATE OF THE STAMP. AFTER THIS 180 DAY PERIOD ADDITIONAL REVIEW, CHANGES AND A NEWLY SIGNED WET ... -----------------------~.--iDIWfl I RP AP:fMIIIIUI"' I THIS ENGINEERING VALID FOR A SINGLE STRUCTURE AT THE LOCATION NOTED ABOVE ONLY. No. \();9~ Assessor's Parcel No. a"i>Q7>-Q\lA-CO{)E;O Date ID-\\.-o+- BUILDING PERMIT CARD Job Address =::o9 c: r \"5} -Gw~ Owner \f()\JV\q 1 lttW\(: r tJC! V\C"-\ Addrestfm ( 1"-tlf\= fuX 20~·~~~ # ~t~-bct50 Contractor CV\' \Q ~(J\}J Address-~.~~ tr \\~G\.US Phone# f,)~ ~~~~ Setbacks: Front Rear AH LH Zoning ---- 'SI ~ \u \ Q)\)Pf) t (()() {:>Q \lOS INSPECTIONS Soils Test J ~ll·o/ 7J2?t2 t(~~K. Footing . .-q 19 <7 7 '??:n,.. Foundatron...J.~~~:.....!'..!.-L.~~-- Grout . ' ""',... --7 ' • Underground Plumb~n~~rr Roug.h Pl_u~b;ill_ =~; " FramiJ:ir.t/ c~~ ~ Weatherproofing 2-CZ-~ -0 3" Mechanical J? -..-z.. ~ -c:> g>' Electrical Rough (State) ·z -/1-& ? Electrical Final (State) 8-?= ... o A _ Final?--2 G-C'~ /Checklist ComRieted? Y/£ S' Certificate Occup;mc~.~:~_ r Date ISS~~';).}5_ .QS ._ Septic System # ___________ _ lnsul~tion ji~. ~ · ., d' 8 Roofmg ,J9-o~ Other---------------. Drywall ,). . _0 .. of-~ .........9»,&iQililg~ 'i'" wllJ. ~ ~ NOTES Date------------Final ___________ _ JJo7E~~"'~ ~~·u. f---~:~~ w~~ ~~MUN~~~. (continue on back) ~~ iNSPECTION WILL NOT BE MADE UNLESS THiS CARD iS POSTIED ON THE JOB :!.1110\ RS NOTICE RI·.Ql i iRfl) FOH I N.'>I 'ITI"JO!',s BUILDING PERMIT GARFIELD COUNTY, COLORADO ~ ({ ~ Date lssued .. l!J..~l.f.: . .C..: ... Zoned Area ............................... Permit No .... l ... ~ ...... 'J.. .. ::::. .... . AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, loattion; construction and erection of the proposed structure for which tbis permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector and IMMEDIATELY BECOME NULL AND VOID. uu ¢'-~~~MY~ Address or Lcg11l Desc:;;o::J/It ;&~':) Owner lflu...,, J(l~ t .~ey CooJrac:tor t1k(.[ ~ Sr!bgc:)u Fmnl Sjdc Sjdc Rear Tbl.s Card Must Be Posted So It l.s Plllialy Visible From The Street Until Final Inspection. INSPECTION RECORD Footing . .. ;: ~ ~ Driveway f.c~ ... ;f.~ G-~6 0 7 -0 ·q9 Foundation '• .. ,. • .~r • Underground Plumbing .~ .,~,~ ... : ...... Insulation ., ... · ._ . ' .. Rough Plumbing ,;;. . <.i .., .• , "<. :J/~F·"-Drywall ' '-~. •.! Chimney & VenJ-,;: i'·.,:•--:. .. ~.(('J --/~J-3~uJ t/~. 4fr-gj~/t.-,E· Gas Piping . ) . ,_,., .. c ..,~1"' .--Final 2? _ -z... r;:, _ C) 3 .::;::(e-C/_ oK.-!;,p:-Septic Final rw .. ;t-• ~ /3 i Framing •. 4 ! .. l...':::. ~,.,~.; .. :..' ~-...,~ ...... -~~/-~ ,4 (To ladude Roor in p'ce and Windows · and Doon lastaUed). Notes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING- WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE . ,, .. I APPROVED 1(~-ti{J-, ~.., ... Date ' r-"ey · ,..... ~ IF PLACED OUTSIDE -COVER WITH CLEAR PLASTIC ~ Parcel Detail Page 1 of 3 Garfield County Assessor/Treasurer Parcel Detail Information Assessorffreasurer Pro~ny Search I Assessor Subset Query I Assessor Sales Search Clerk & Recorder Reception Search Basic Buildin g Characteristics I Tax Infonnation Parcel Detail I Value Detail I Sales Detail I Residential/Commercial Improvement Detail Land Detail I Photographs I Tax Area II Account Number II Parcel Number II Mill Levy I I 011 II Rl11260 II 239501400068 II 63.103 I Owner Name and Mailing Address !YOUNG, JAMES R & NANCY J I IPOBOX2052 I !GLENWOOD SPGS, CO 81602 I Legal Description lsECT,TWN,RNG:l-7-89 DESC: TR IN LOT 121 BK:0547 PG:Ol34 BK:1743 PG:274 jRECPT:685916 BK:1743 PG:273 jRECPT:685915 BK:1347 PG:l93 II jRECPT:601592 BK:ll72 PG:412 I! jRECPT:559147 BK:0637 PG:0149 Location ~ "' Physical Address:{ 309 )67 COUNTY RD GLENWOOD SPRINGSj Subdivision: __...., Land Acres: 111.91 Land Sq Ft: ~~ Section II Township II Range 1 II 7 II 89 http://www .garcoact.com/assessor/parcel .asp ?ParcelN umber=23950 1400068 10/11/2007 Parcel Detail Page 2 of3 Property Tax Valuation Information II Actual Value II Assessed Value I Land: II 275,oooll 21,8901 Improvements: II 234,47011 18,6601 Total: II 509,47011 40,5501 Sale Date: )11114/2005 Sale Price: 1!272,000 Basic Building Characteristics Number of Reside~tiall, Buildings: -I Number of Comm/Ind lo I Buildings: Residential Building Occurrence 1 Characteristics TOTAL HEATED AREA: llo Tax Information Tax Year II Transaction Type Amount I 2006 II Tax Payment: Whole ($2,089.36)1 2006 II Tax Amount $2,089.361 2005 II Tax Payment: Whole ($2,098.42)1 2005 II Tax Amount $2,098.421 2004 I Tax Payment: Second Half ($1 ,077 .03)1 2004 Tax Payment: First Half ($1 ,077 .03)1 2004 Tax Amount $2,154.061 2003 Tax Payment: Second Half ($905.47)1 2003 Tax Payment: First Half ($905.47)1 2003 Tax Amount $1,810.941 2002 Tax Payment: Second Half ($583.94)1 2002 Tax Payment: First Half ($583.94)1 2002 Senior Tax Exemption ($528.00)1 2002 Tax Amount $1,695.881 2001 Tax Payment: Second Half ($852.65)1 2001 Tax Payment: First Half ($852.65)1 http://www .j:!arcoact.com/assessor/parcel.asp?ParcelN umber=239 501400068 10/1112007 Parcel Detail 2001 Tax Amount $1,705.301 2000 Tax Payment: Second Half ($886.58)1 2000 Tax Payment: First Half ($886.58)1 2000 Tax Amount $1,773.161 1999 Tax Payment: Second Half ($874.53)1 1999 Tax Payment: First Half ($874.53)1 1999 Tax Amount $1,749.061 ToP. ofPa~e Assessor Database Search Options I Treasurer Database Search Options Clerk & Recorder Database Search 0(2tions Garfield County Home Page Page 3 of3 The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2005 -2006 Good Turns Software. All Rights Reserved. Database & Web Design by Good Turns Software. http://www .garcoact.com/assessor/parcel.asp?ParcelN umber=23950 1400068 10/11/2007