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HomeMy WebLinkAboutApplication-PermitGarfield County Building & Sanitation Department 108 8"' Street, Suite #401 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 "9 S Job Address°A I C itt� , Nature of Work Bait J€ 5 3/3-00-1 5Gail l Use of Building Lk �/ di -la -e cCC, , / Owner � 1'l'iI ,1 mj ���`'s}'1, } C1,oL9Sle' )'I Contractor�� TTL `j man Amount of Permit $ ,�tG1....N 4\ Date L ` (Thi }c, Clerk 60, Permit No GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8"' Street, Suite 201. Glenwood Springs. CO 81801 Phone: 970-945-8212 / Fax: 970-384-3470 / Inspection Line: 970-384-5003 Parcel/Schedule No- cstI ,� 5 - - 3_ OL - ) Q 5 IF atw AGREEMENT PERMISSION I5 HEREBY GRANTED TO THE APPLICANT AS OWNER. CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE 51 RUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMI LIED TO AND REVIEWED BY THE BUILDING DEPARTMENT IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING. CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN LN 30.25 201 CRS AS AMENDED THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID THE ISSUANCE OFA PERMT BASED UPON PLANS SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF TH5 CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LLABLITIES BY GARFIELD COUNTY FOR ERRORS. OMISSIONS OR DISCREPENCIES THE RESPONSI BILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT. DESIGNER, BUILDER. AND OWNER COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST Garton] 003 j I HEREBY ACKNOWLEDGE THAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL) 012-4-313a, 413ja‘r. eo8,oy Job Address' -f-eer a,- '-" 'L ti ‘ Ku -tau -iv o 581 C'ic.- X%--1( 1 Lot No: Block No- Subd. / Exemption.. Prier 'cLd 'Tr 4-1 a. A N1/41n 0&'=1-a.tid L-4--.\-) l 9.. m 8 P 2 Owner: 1 Qo.IQ+ lio.xi./ camtrzlsoP. Address al Ls y Tis 1739 c c 3 Ph, S1 io- 3 7 qi , -Ro1s . 391 -Ink -4,I`IS 3 n actor tS0 Lauf AA.) Ad esseiaS C0/4111% tab JtL p Sib-al(o-5453 Lie No 3y -c,1066 4 grchIytect/ nglneer: i il�10 PAPT Address. 34116 F Rt $ j Caa+Awo Su�e-ktti.2 P 996- ).41- (,ge 2 Lk. No 5 Sq Ft_of ulldm : aop. s --3a Sq. Ft. of Lot. g.lo8 Pc Height. I oiO Tv a Pa* No of Floors: ( II Use of Building. bamiGO-r/Jadacc9' PiAlvGVI C/uC AI La / On11 7 Descrlbe Work ../1f2-tn2_013 -.1i--W +tIN-t. 8 Class of Work. N New J Alteration o ave J Addition J Move 0 Garage' ❑ Single A(Double Carport: ❑ Single J Double 10 1f/ Driveway Permit On -Sete Sewage Disposal S Site Plan 11 Vafeai/re�rrvPOPmk $ g E0 6 -- D-31 I Adjusted Valuations: S � / �7`'� Y ^� /� 12 / I Specia ndlUons: NOTICE A SEPARATE ELECTRICAL PERMIT 15 REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO Plan Check Fee: 929 • gC Permit Fee: ���jjj _ / 0151 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHLN 180 DAYS OR IF CONSTRUCTION OR WORK I5 SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK 15 COMMENCED ITotall Fee: %'Z/ (� .4 I +I\./� J'�J Dated Permit Issued: /// f . [{.I I i HEREBY CERTI[Y THAT 1 HAVE READ AND EXAMINED THI5 APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL QCC Const. Type. PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE Group: yT COMPLETED WITHIN WHETHER SPECIFIED HEREIN OR NOT THE GRANTING OF A PERMIT DOES NOT PRESUME TO GTVE AUTHORITY TD VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF s•UCnON Zoning: Setbacks: Manu. Home: M ., ISDS No. & Fee: .-...—.-}2__ 1-a3 -J 0 e� OO// ER/- DATE� ',T ).iin0V/ 50,CO y///G/ .PLNG DETE APPR AL/DATE CCC APPROVAL/DATE / / 71 IF atw AGREEMENT PERMISSION I5 HEREBY GRANTED TO THE APPLICANT AS OWNER. CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE 51 RUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMI LIED TO AND REVIEWED BY THE BUILDING DEPARTMENT IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING. CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN LN 30.25 201 CRS AS AMENDED THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID THE ISSUANCE OFA PERMT BASED UPON PLANS SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF TH5 CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LLABLITIES BY GARFIELD COUNTY FOR ERRORS. OMISSIONS OR DISCREPENCIES THE RESPONSI BILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT. DESIGNER, BUILDER. AND OWNER COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST Garton] 003 j I HEREBY ACKNOWLEDGE THAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL) 012-4-313a, 413ja‘r. eo8,oy • The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. All bathrooms must be complete, with washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all IBC and IRC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made; 8. A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, anchor State Agencies where applicable. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a Certificate of Occupancy for the dwelling under building permit # Sign ture BpcontOct2004 Date VALUATION/FEE DETERMINATION Applicant Nin4 W -C Sy('a Addressl C C. 22 fC Date 1-Z6.90 Finished (Livable Area): Main Upper Lower Other Subdivision S Quist Lot/Block Tz Contractor , et Total Square Feet /8 441 74 8 i 7°91.9 Valuation Basement: Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Crawl Space: Valuation Valuation Decks/Patios: Covered Valuation Open Valuation 1844 7 35Z (0i Total Valuation n844 !(P51(p ijov%4on sl • GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS For SINGLE FAMILY DWELLING CONSTRUCTION Including NEW CONSTRUCTION ADDITIONS ALTERATION S And MOVED BUILDINGS Tn 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 review ed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan in order to determine compliance with the building. plumbing and mechanical codes. applicants are requested to review the following checklist prior to and during design. Applicants are required to indicate appropriately and to submit the completed checklist at time of application for a permit. Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. 1 Plans must include a floor plan. a concrete footing and foundation pian. 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 retumed. All plans submitted must be incompliance with the 2003 IRC. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each corner of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional starnp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. (NOTE Section: 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located '-{ . le QJcaA/ within the envelope. Yes ✓ ' i. - o ° T\act.s d 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying for a building permit on is located on a corner lot. Special setbacks do apply. Yes ✓ Q A 3 Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? Yes 2 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes 5. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the IRC or per stamped engineered design? Yes ✓ 6. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes ✓ 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits? Yes ✓ 8. 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? Yes ✓ 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes 10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes ✓ 1 1 . Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes t✓ 12. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and cave of a gable or shed roof or the top of a flat ro . (Building height measurement usually not to exceed 25 feet) Yes 13. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or phase II EPA certification? Yes No 3 14: Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes t No 15. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the IRC? Yes ✓ No 16. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes_ No 17. Do the plans indicate the location of glazing subject to human impact such as glass doors. glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? Yes No 113. Is the location of all natural and liquid petroleum gas furnaces. boilers and water heaters indicated on e plan? Yes t No 19. Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision process, are building plans in compliance with all plat notes and/or covenants? Yes ✓ No 20. Do you understand that if you belong to a homeowners association, it is your responsihihty to obtain written permission from the association, if required by that association., prior to submitting an application for a building permit? The buildingpermit application will not be accepted without it. Yes NSP No 21. Will this be tht�only residential structure on the parcel? Yes ✓ No If no -Explain: 22. Have two (2) complete sets of construction drawings been submitted with the application? Yes ✓ 23. Do you understand that the minimum dimension a home can be on a lot is 20ft.wide and 20ft. long? / Yes No 4 24. Have you designed or had this plan designed while considering building and other construction ode requirements? Yes t/ No 25. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes ✓ No 26. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes ✓ No 27. Do you understand that approval for design and!or construction changes are required prior to the application of these changes? Yes ✓ No 28. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or "Septic System" fees required. at the time you pick up your building permit? Yes ✓ No 29. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made from 7:30 a.m. to 3:30 p.m. Monday through Friday. Inspections are to be called in to 384-5003. Yes ✓ No 30. Are you aware that requesting inspections on work that is not ready or not accessible will result in a 350.00 re -inspection fee? Yes No 31. Are you aware that you are required to call for all inspections required under the IRC including approval on a final inspection paor to receiving a Certificate of Occupancy and occupancy of the building? Yes No 32. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for an Agent and that the parry responsible for the project must comply with the IRC? Yes _� No 5 33 Are you aware that prior to submittal of a huilding permit application you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department at 625- 601. Yes ✓ 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 he required at time of applicable inspection. Yes No 35. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel...1110k Number for the lot you are applying for this permit on prior to submittal of a huilding permit pplication? Your attention in this is appreciated. Yes iNo 36. Do you know that the local fire distnct 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 budding permit that you will be required to obtain a grading permit? Yes I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. C Sign ture of Ow er Date 7sSI Phone: kj ' (days); Project Name: ) L ;-.C; (evenings) ty-f`is- 1P Project Address: 4- ti d C .' Rol %t1 Notes: If you have answered "No' on any of the questions, you may be required to provide this information at the request of the Building Official prior to beginning the pian review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. If it is determined by the Building Official that additional infortrtation is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application 6 may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review, delay in issuance of the permit or delay to proceeding with construction. BpminregFeb2005 7 1 I 1 GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 108 Eighth Street, Suite 201 Glenwood Springs, Coloradof 81601 Phone (970) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT Permit 4171 Assessor's Parcel No. This does not constitute a building or use permit. PROPERTY P Y t \� ,L,— 379(3 _ lX� o Owner's Named 1/n1��1� 1 hi /c / �� �� �— ��c Q r��1 Present Address - J� Phone s System Location O D 1 C IQ 9:3 lU I p �l,.p l `� 17)1a 5 co - IAS Legal Description of Assessor's Parcel No SYSTEM DESIGN /o o0 Septic Tank Capacity (gallon) 449 Other Percolation Rate (minutes/inch) Number of Bedrooms (or other) ,JN Required Absorption Area - See Attached 6?' W 7 3 y • Special Setback Requirements 4/c, 9 5 > q5--€4 Date 7-10-C 6 Inspector -2�A/,7 FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System Installer �-,6^i �l 1'• Septic Tank Capacity Septic Tank Manufacturer or Trade Name Septic Tank Access within 8" of surface Absorption Area I l n y 1-t 1:./,`• 1, Absorption Area Type and/or Manufacturer or Trade Name n Adequate compliance with County and State regulations/requirements.. Other u\ L, 0•-c)-( �l-1�iL Date - Inspector � I. RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE *CONDITIONS: 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25, Article 10 C.R.S. 1973. Revised 1984. 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con- nection to or use with any dwelling or structures not approved by the Building and Zoning off ice shall automatically be a violation or a requirement of the permit and cause for both legal action and revocation of the permit. 3. Any person who constructs.alters, or installs an individual sewage disposal system in a manner which involves a knowing and material variation from the terms or specifications contained in the application of permit commits a Class I, Petty Offense (3500.00 fine — 6 months in fail or both). Garfield County Application for Driveway Permit Person Obtaining Permit: Paul & Terrie Samuelson Application Date: 3/28/2006 County Road Number: CR 218 District: Rhe Permit Number: GRB06-D-31 Termination Date: 4/28/2006 Inspector: 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, CR 228, N/A 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 installation 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 of proposed 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 i be surely braced before the fence is 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. Special Conditions: 1. 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? True Length: 4011 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. Signed: I c- —� Paul & Terrie Samuelson Address: Telephone Number: Permit granted 3/28/2006 subject to the provisions, specifications and conditions stipulated herein. For Board of County Commissioners' of Garfield County. Colorado: 7/) LL� !Representative of Garfield County Road and Bridge Signature PLAN REVIEW CHECKLIST Applicant Jq rn G e./S 0 n Building �/6ngineered Foundation Driveway Permit Suzeyed Site Plan ) SQ ✓Septic Permit and Setbacks /Grade/Topography 30% ✓Attach Residential Plan Review List (/Minimum Application Questionnaire 1/4---SUbdivision Plat Notes Fire Department Review C...--lialuation Determination/Fees d Line Plans/Stamps/Sticker ' Attach Conditions application Signed Plan Reviewer To Sign Application ( /Parcel/Schedule No. 0# Snowload Letter- Manf. Hms. GENERAL NOTES: Date Planning/Zoning Property L e Setbacks 30ft Stre: m Setbacks Flood 'lain Buil, ing Height Zo ng Sign -off R,ad Impact Fees OA/DRC Approval rade/Topography 40% Planning Issues Subdivision Plat Notes 1 HIGii •• YHEAR &HMG tNC. 1 67(v - 07(07 MGH COUNTRY HEARTH & HOME, INC. P.O. BOX 590 299 W. MAIN STREET NEW CASTLE, CO 81617 01142161 FAX 984.2314 Nems / Address PAULSAMUEISON 0383 CR 228 SLT, CO 81652 Estimate NM Estimate. 2!5'2006 5054 Stip To PAUL SAMUEISON 0313 CR Z28 SILT, CO 11652 Rep K.B. Description B.LS. 'TRADITION LARGE- MOH EFFICIENCY WOODBURNING FIREPLACE WITH TIME DELAYED AAIBOOST SYSTEM FOR CAREFREE IGNITION. LNCLUDNO BLACK STEEL 90ORS AND BLACK ARCHED FACADE, TEXTURED REFRACTORY PANELS. AND I i-OUTSW€ AIR KTT 51-ctRtE TEMP OX VENTT.`O • D CLSS9 A CHIMNEY; APPROX: l4' PI'E LENGTH, 1- TORM COLLAR, , AND 1 •VERTICAL TERMA'AT1ON CAP •• IF 1 -SET OF ELBOWS ARE REQUIRED ADD S186,00•• (WE RECOMMEND END BOLOIVG A CHASE ff POSSIBLE - (K1E TO THE HEIDWT OF THE CHRINEY & COTE Mumma -rim :1+STALLATION OF FIREPLACE AND VF.N LNG Oty Ha Ea. 1 2,127.35 1,031.75 325.00 Total 2,127351 t,031.73T 325.0D THANK YOU FOR CHOOSING HIGH COUNTRY HEARTH & HOME, IVC. ••1 A.S ESTIMATE DOES NOT INCLUDE FRAMING, SHEEIROCK, CHASE TOP PL4SHINOS. GAS PWTh G, ELECTRICAL. OR MECHANICAL PERMITS __. UNLESS OTHERWISE NOTED.' AUTHORIZED SIGNATURE DATE Salo Tex (3.9%) 1130.71 Torsi $4,341 88 COUNTY OF GARFIELD - BUILDING PERMIT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at oS 8/ Zzg Permit No. 999 I have this clay inspected this structure and these premises and found the following corrections needed: — vvr. Gtr% G� x2 A D{l V'IK- You are hereby notified that the above correction must be inspected before covering. When corrections have been made, call for inspection at 970-384-5003. Date 20 J Building Inspector Phone (970) 945-8212 No. Job Ad • ss Owner Contractor Assessor's Parcel Nodi RI,3-CO-145 ate Lf"ag'O:o BUILDING PE MIT C RD t C112-- • 7 Set ks: Front 5/ ©rl G So' Footing •S- za- 06 Foundation 5-30-06 •-?/-72-- Grout Underground Plumbing Rough Plumbing g -Z1 -b6 Framing Insulation `f. -3 (-/ Roofing Drywall 9 -6 -06 7 Gas Piping a s G ra r• degrees/ 11 ' P�hyne # t 7 1 Address�� C Phone ##L 1 Rear RH LH Zoning �tFitIPPr5 ,. ,. INSPECTIONS cS �' 23.-28-049M NOTES Weatherproofing Mechanical Electrical Rough (State) g-01-$4 Elects al Fina (State) /7-17- 0 G Final - Checklistom$ I ted Certificate Occupanqy # 4 /-0 Date !1`Z9—C(0 Septic System #/Ca� Date 1(]� Final / - Other 06 4-31 (continue on back) BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued 4. Q8- 06Zoned Area Permit No 'Ertl AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, 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. or Legal Description Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing Driveway Foundation Underground Plumbing Insulation SC51 •G ‘,14-71 tv id i Rough Plumbing - 2___ c c, kiti\ Drywall 9- 6—C ()y.✓ Chimney & Vent g - 2Z_06 c�y"n 1 ;.,.,;- :,,: ///7-0 �J Gas Piping $- 25_ f Final � _ 2_,/ --0C, _ �f Septic Final _ (r_D6 /Mm, Framing f__ _D6Notes: (To include Roof in place and endows and Doors installed). ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE APPROVED Dat +2' By is IF PLACED OUTSID - COVER WITH CLEAR PLASTIC CTL I THOMPSON 1 M C 0• ?.D •• t■• SOILS AND FOUNDATION INVESTIGATION SAMUELSON RESIDENCE COUNTY ROAD 228 GARFIELD COUNTY, COLORADO Prepared For: PAUL SAMUELSON 0383 County Road 228 Silt, CO 81652 Project No. G504694-120 March 29, 2006 234 Center Drive 1 Glenwood Springs, Colorado 81601 Telephone: 970-945-2809 Fax: 970-945-7411 TABLE OF CONTENTS SCOPE 1 SUMMARY OF CONCLUSIONS 1 SITE CONDITIONS 2 PROPOSED CONSTRUCTION 2 SUBSURFACE CONDITIONS 2 SITE EARTHWORK 3 Excavation 3 Structural Fill 4 Backfill 4 FOUNDATION 5 FLOOR SYSTEM AND SLABS -ON -GRADE 6 BELOW -GRADE CONSTRUCTION 6 SUBSURFACE DRAINAGE 7 SURFACE DRAINAGE 8 PERCOLATION TESTING 8 LIMITATIONS 9 FIGURE 1 -APPROXIMATE LOCATIONS OF EXPLORATORY BORINGS FIGURE 2 — SUMMARY LOGS OF EXPLORATORY BORINGS FIGURES 3 AND 4 — SWELL CONSOLIDATION TEST RESULTS FIGURE 5 — EXTERIOR FOUNDATION WALL DRAIN TABLE I — SUMMAR OF LABORATORY TESTING APPENDIX A — PERCOLATION TEST RESULTS PAUL SAMUELSON SAMUELSON RESIDENCE PROJECT NO. GSO4694-120 S:IGS04694.000U2012 ReportslGS04694120 R1 tloc SCOPE This report presents the results of our soils and foundation investigation for the Samuelson Residence proposed on a 9.7 acre tract west of County Road 228 in Garfield County, Colorado. The purpose of this investigation was to evaluate subsurface conditions at the site and provide geotechnical engineering recommendations for the planned construction. Our report was prepared from data developed from our field exploration, laboratory testing, engineering analysis and our experience with similar conditions. This report includes a description of the subsurface conditions observed in the exploratory borings, and presents our opinions and recommendations for foundations, slab -on -grade, below -grade walls, drain systems and details influenced by the subsoils. Our report is based on our understanding of the planned construction. If construction plans differ significantly from the descriptions contained in the report, we should be informed so that we can check that our recommendations and design criteria are appropriate. A summary of our conclusions is presented below. SUMMARY OF CONCLUSIONS 1. Subsurface conditions found in our exploratory borings consisted of about 4 inches of sandy clay "topsoil" underlain by 14 to 19.5 feet of clayey sand with gravel and lenses of sandy clay. Weathered claystone and claystone bedrock were encountered in TH-1 at depths of 14.5 feet and 16.5 feet, respectively. Free ground water was not found in our exploratory borings. 2. Our subsurface information indicates that soils within depths that will affect the building are predominantly clayey sand and sandy clay. We recommend constructing the Samuelson Residence on footing foundations that are supported by the undisturbed, natural sand and clay soils. Design and construction criteria for footings are presented in the report. 3. We judge that a slab -on -grade garage floor can be supported by the undisturbed, sand and clay with low potential for differential movement. PAUL SAMUELSON SAMUELSON RESIDENCE PROJECT NO. GS04694.120 S.1G504694 0001120n2 Reports1GS04694 120 R1.Coc 1 4. Surface drainage should be designed to provide for rapid removal of surface water away from the residence. An exterior foundation drain should be installed around the building. SITE CONDITIONS The Samuelson Residence is proposed on an approximately 9.7 acre tract that is west of County Road 228 in Garfield County, Colorado. An unimproved road provides access to the property. Ground surface in the area of the proposed residence slopes gently down to the south. At the time of our investigation the site was irrigated pasture. PROPOSED CONSTRUCTION Building plans for the proposed Samuelson Residence were not provided to us. We expect the residence will be a one-story, wood -frame building with an attached garage. A crawl space is planned below living areas in the building. The garage floor will be a slab -on -grade. Maximum foundation excavation depths will be about 4 feet. Foundation loads are expected to vary between 1,000 and 3,000 pounds per lineal foot of foundation wall with maximum interior column loads of 30 kips. If construction will differ significantly from the descriptions above, we should be informed so that we can adjust our recommendations and design criteria, if necessary. SUBSURFACE CONDITIONS We investigated subsurface conditions at the site by drilling two exploratory borings (TH-1 and TH-2) with an all -terrain drill rig. The approximate locations of the borings are shown on Figure 1. Exploratory drilling operations were directed by our project manager who logged subsurface conditions encountered in the borings and PAUL SAMUELSON SAMUELSON RESIDENCE PROJECT NO. GS04694-120 5:1GS04694 000112012 Reports10504694 120 R1.Joc 2 obtained samples of the soils. Graphic logs of the soils found in our exploratory borings are shown on Figure 2. Subsurface conditions exposed in our exploratory borings consisted of about 4 inches of sandy clay "topsoil" underlain by 14 to 19.5 of clayey sand with gravel and lenses of sandy clay. Weathered claystone and claystone bedrock were encountered in TH-1 at depths of 14.5 feet and 16 feet, respectively. Our observations indicated the clayey sand was medium dense, the sandy clay was stiff and the claystone was weathered to very hard. Free ground water was not found in our exploratory borings at the time of drilling. The borings were backfilled immediately after exploratory drilling operations were completed. Soils and bedrock Samples obtained from the borings were returned to our laboratory where field classifications were checked and samples were selected for pertinent testing. One sample of clayey sand and one sample of claystone were selected for one-dimensional, swell -consolidation testing. During the test procedure the samples were loaded with 1,000 psf and then flooded. The resulting volume change (i.e., swell or consolidation) was then measured. The clayey sand sample tested exhibited 0.6 percent consolidation. The claystone sample swelled 8.0 percent. Results of swell -consolidation testing are shown on Figures 3 and 4. Laboratory test results are summarized on Table I. SITE EARTHWORK Excavations We anticipate excavations for the building foundation and utilities can be accomplished using conventional, heavy-duty excavation equipment. Excavation sides will need to be sloped or braced to meet local, state and federal safety regulations. The soils within anticipated excavation depths at this site will classifyas Type B and Type C soils based on OSHA standards governing excavations. PAUL SAMUELSON SAMUELSON RESIDENCE PROJECT NO. GS04694-120 S:IGSO4694.000112012 Reporls16S04694120 R1.doc 3 Temporary slopes deeper than 4 feet should be no steeper than 1 to 1 (horizontal to vertical) in Type B soils and 1.5 to 1 in Type C soils. Contractors should identify the soils encountered in the excavations and refer to OSHA standards to determine appropriate slopes. Free ground water was not found in our exploratory borings. We do not anticipate excavations for foundations or utilities will penetrate ground water, however, excavations should be sloped as much as practical to a gravity discharge or to a temporary sump where water from precipitation can be removed by pumping. The ground surrounding the excavations should be sloped as much as practical to direct runoff away from the excavations. Structural Fill Grading plans were not provided to us. Structural fill may be required to obtain subgrade elevations for the garage floor. Areas which will receive fill should be stripped of vegetation, organic soils and debris. The on-site soil is suitable for use as structural fill, provided it is free of organic matter, debris and rocks larger than 4 inches in diameter. Structural fill should be placed in loose lifts of 8 inches thick or less, moisture conditioned to within 2 percent of optimum moisture content, compacted to at least 98 percent of standard Proctor (ASTM D 698) maximum dry density. Moisture content and density of structural fill should be checked by a representative of our firm during placement. Backfill Proper placement and compaction of fill and backfill adjacent to the building is critical to prevent infiltration of surface water and wetting of the soils below the building. The on-site soils free of organics, debris and rocks larger than 6 inches in diameter can be used as fill and backfill. Fill and backfill outside the building PAUL SAMUELSON SAMUELSON RESIDENCE PROJECT NO. G804694-120 S:1GS04694.000112012 Reports1GS04694120 R1 .Eoc 4 footprint should be placed in loose lifts of 10 inches thick or less, moisture -treated to within 2 percent of optimum moisture content and compacted to at least 95 percent of standard Proctor (ASTM D 698) maximum dry density. We recommend that density and moisture content be checked during placement. FOUNDATION Our subsurface information indicates that soils within depths that will affect the building are predominantly clayey sand and sandy clay. We recommend constructing the proposed Samuelson Residence on footing foundations supported by the undisturbed, natural sand and clay soils. Our representative should be called to observe conditions exposed in the completed foundation excavation to confirm that the exposed soils are as anticipated and suitable for support of the designed footings. We expect maximum total settlement of about 1 inch for footings designed and constructed as recommended. Recommended design and construction criteria for footings are presented below. 1. Footing foundations should be supported by the undisturbed, natural sand and clay soils. Soils loosened during excavation or the forming process for the footings should be removed or re -compacted prior to placing concrete. 2. Footings supported by the undisturbed, natural soil can be designed for a maximum allowable soil pressure of 2,500 psf. A friction factor of 0.35 between soil and concrete can be used to calculate resistance to sliding. 3. Continuous wall footings should have a minimum width of at least 16 inches. Foundations for isolated columns should have minimum dimensions of 24 inches by 24 inches. Larger sizes may be required, depending upon foundation loads. 4. Grade beams and foundation walls should be well reinforced, top and bottom, to span undisclosed loose or soft soil pockets. We recommend reinforcement sufficient to span an unsupported distance of at least 10 feet. Reinforcement should be designed by the structural engineer. PAUL SAMUELSON SAMUELSON RESIDENCE PROJECT NO. GS04694.120 S:\G904694 000\12012 Reports1GS04694 120 R1.doc 5 5. The soils beneath exterior footings should be protected from freezing. We recommend the bottom of footings be constructed at a depth of at least 36 inches below finished exterior grades for frost protection. FLOOR SYSTEM AND SLABS -ON -GRADE The garage floor will be a slab -on -grade. Based on our field and laboratory data and our experience, we judge slab -on -grade construction can be supported by the undisturbed, natural sand and clay at this site with low risk of differential movement and associated damage. We recommend the following precautions for slab -on -grade construction at this site.. 1. We recommend against placing a sand or gravel layer below slabs. Provision of a sand or gravel layer below slabs increases the possibility of a single source of water wetting the entire area supporting the slab. 2. Slabs should be separated from exterior walls and interior bearing members with slip joints which allow free vertical movement of the slabs. 3. Exterior patio and porch slabs should be isolated from the residence. These slabs should be well -reinforced to function as independent units. Movements of these slabs should not be transmitted to the residence foundation. 4. Frequent control joints should be provided, in accordance with American Concrete Institute (ACI) recommendations, to reduce problems associated with shrinkage and curling. Our experience indicates panels which are approximately square generally perform better than rectangular areas. BELOW -GRADE CONSTRUCTION Foundation walls which extend below -grade should be designed for lateral earth pressures where backfill is not present to about the same extent on both sides of the wall. Many factors affect the values of the design lateral earth pressure. These factors include, but are not limited to, the type, compaction, slope and drainage of the PAUL SAMUELSON SAMUELSON RESIDENCE PROJECT NO. GS04694-120 S:IGSO4604.0D0112012 Reporta1GSO4694120 R1.doc 6 backfill, and the rigidity of the wall against rotation and deflection. For a very rigid foundation wall where negligible or very little deflection will occur, an "at -rest" lateral earth pressure should be used in design. If the on-site soils are used as backfill, we recommend design of below -grade walls using an equivalent fluid density of at least 50 pcf for this site. This equivalent density does not include allowances for sloping backfill, surcharges or hydrostatic pressures. The recommended equivalent density assumes deflection; some minor cracking of walls may occur. If very little wall deflection is desired, a higher equivalent fluid density may be appropriate for design. Backfill should be placed and compacted as outlined in the Backfill section. SUBSURFACE DRAINAGE Water from rain, snow melt and surface irrigation of landscaping frequently flows through relatively permeable backfill placed adjacent to a residence and collects on the surface of relatively undisturbed soils at the bottom of the excavation. This can cause wetting of foundations soils, hydrostatic pressure on below -grade walls, and wet or moist conditions in below -grade areas after construction. To mitigate these concerns, we recommend provision of a foundation drain around the building. The drain should consist of a 4 -inch diameter, slotted pipe encased in free draining gravel. The drain should lead to a positive gravity outfall, or to a sump pit where water can be removed by pumping. A typical foundation drain detail is presented on Figure 5. Ventilation is important to maintain acceptable humidity levels in crawl spaces. The mechanical systems designer should consider the humidity and temperature of air, and air flow volumes, during design of crawl space ventilation systems. We believe it is appropriate to install a ventilation system that is controlled by a humidistat. PAUL SAMUELSON SAMUELSON RESIDENCE PROJECT NO. GS04694-120 5:1GS04694.000112012. Reports1GS04694120 R1.Eoc 7 SURFACE DRAINAGE Surface drainage is critical to the performance of foundations, floor slabs and concrete flatwork. We recommend the following precautions be observed during construction and maintained at all times after the residence is completed: 1. The ground surface surrounding the exterior of the residence should be sloped to convey surface water away from the building. We recommend providing a slope of at least 6 inches in the first 5 feet around the residence in landscaped areas. 2. Backfill around the exterior of foundation walls should be placed in maximum 8 inch thick loose lifts, moisture conditioned to within 2 percent of optimum moisture content and compacted to at least 95 percent of standard Proctor (ASTM D 698) maximum dry density. 3. The residence should be provided with roof gutters and downspouts. Roof downspouts and drains should discharge well beyond the limits of all backfill. Splash blocks and downspout extensions should be provided at all discharge points. 4. Landscaping should be carefully designed to minimize irrigation. Plants used near foundation walls should be limited to those with low moisture requirements; irrigated grass should not be located within 5 feet of the foundation. Sprinklers should not discharge within 5 feet of the foundation and should be directed away from the building. 5. Impervious plastic membranes should not be used to cover the ground surface immediately surrounding the residence. These membranes tend to trap moisture and prevent normal evaporation from occurring. Geotextile fabrics can be used to control weed growth and allow some evaporation to occur. PERCOLATION TESTING We performed percolation testing in the area of the proposed individual sewage disposal system (ISDS). The locations of our percolation borings (P-1 through P-3) and profile boring (Profile) are shown on Figure 1. Graphic logs of the soils encountered in the borings are shown on Figure 2. PAUL SAMUELSON SAMUELSON RESIDENCE PROJECT NO. GS04694-120 5:1G504094.000112012. Reports10504994 120 RI.Goc 8 Our field representative prepared the borings for percolation testing on March 2, 2006. Percolation tests were performed the following day. Test results are presented in Appendix A. Our percolation test results indicate that a design percolation rate of about 30 to 40 minfinch is appropriate for the site. LIMITATIONS Our exploratory borings were located to provide a reasonably accurate picture of subsurface conditions. Variations in the subsurface conditions not indicated by the borings will occur. A representative of our firm should be called to observe the completed foundation excavation to confirm that the exposed soils are suitable for support of the footings as designed. This investigation was conducted in a manner consistent with that level of care and skill ordinarily exercised by geotechnical engineers currently practicing under similar conditions in the locality of this project. No warranty, express or implied, is made. If we can be of further service in discussing the contents of this report, please call. CTLITHOMPSON, INC. Reviewed by C-)s,P, og--co Craig A. Burger, P.E. Project Engineer CAB:JDK:cd (5 copies sent) PAUL SAMUELSON SAMUELSON RESIDENCE PROJECT NO. GS04694-120 S?G504694.000112012. ReportsIGSO4694 120 RI dot i( IDLs, amnes D. Kellogg, P.E. Project Manager 5129( bio 9 GS -4094_F1 3/19/06 Scale 1°=200 Mr Paul Samuelson se Protect No. GS04694-120 WAR' 42 S 9154'71' E 67Z93 TH-1 • TH-2 TRACT 42 • 9.68 ACRES �p 2-1 P-3 • Profile N Ender 055.40 ORaT44. EAST LINE TRACT Or N 32 1 U Approximate Locations of Exploratory Borings H Flg. 1 Project No. GS04694-120 SUMMARY LOGS OF EXPLORATORY BORINGS • w N Depth In Feet 11111111111111111111111111 11111 ..*::N‘::Z.:.fes : •ft.:\:\:.\:\\(\f\:\:'OM1 :N\ \ :\: V :V :V N:\ \ \ \:\ \:\ :N \ \:\:\ :\ :N \ N \. ••:•\:•\:•\: \: :1/4: .1/4.; ••\:•\:.v \: \: \:•:• ••\:•\:•\:•\: N:..\:.\:•\:•\: w N I tiNti I to or o 01 o 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4°°j uI 44ded Z 0 N 3vs v°° m °0 M. o5 on aeo 2. 5. �a c7 ° a° X° =`9O O°p r S 7 CI 3• ° °°.N*o S°m°3 aas n O.°Cy �m �� E°° ▪ mar1. •`mY'°7 a Oo- c i ; Q p Et O7 ° ° 1 10 . a o 03.[ 3;0 a°�a v°oo'> v 0 Wim° 3 c � 3' 10 oc T ° c 3 c o. Ac▪ a O° maoQ o mo • 3 ,ro> -1 O ▪ a aa3 m N be 0 3 ° •a ?• am S� • m a�° 30 c Q a • _m o ° ° m Q a3 =° a ° aa0 + a -� O 3 m o z., -• -o. '° 30 • nm°m a0▪ c- 0 3 c° o ° °3 a n °° °3\ Q S m a c o a — ao 3-4 ° �m n Q r 0 X 17 Nm N r a w7 ovi $ 3• ° ° ° o° m N- a a a `'" 3 c ° w 0 m O C S 7 ° N S �, ° ° 0 . _ CS• a•m..2 O ° z ' 3 0 1° O 7. ° w O F' O S K N a O w .°i 'c Sandy clay "topsoil" and grass, moist, brown. 1 2 0 I w r m 0 n Z 9 COMPRESSION % EXPANSION 7 6 5 4 3 2 0 -1 -2 -3 -4 -5 -6 -7 8 r 7 r r ADDITIONAL COMPRESSION'UNDER CONSTANt PRESS RE DUE tO WETTING l L 1 1 0.1 Sample of SAND, SILTY (SM) 1.0 APPLIED PRESSURE - KSF From TH-1 AT 4 FEET PROJECT NO. GS04694-120 10 100 NATURAL DRY UNIT WEIGHT= 109 PCF NATURAL MOISTURE CONTENT= 14.0 % Swell Consolidation Test Results FIG. 3 COMPRESSION % EXPANSION 8 5 J J 7 1 T EXPANSION IJNbER CONSTANT PRESSURE DUFF TO WETTING i J 1 -4 -5 - r T T l T 1J T1 L 0.1 Sample of CLAYSTONE 1.0 10 APPLIED PRESSURE - KSF 100 NATURAL DRY UNIT WEIGHT= 120 PCF From TH-1 AT 19 FEET NATURAL MOISTURE CONTENT= 9.7 % PROJECT NO. GS04694-120 Swell Consolidation Test Results FIG.4 SLOPE PER OSHA SLOPE PER REPORT SUPPORTED BELOW GRADE WALL / PROVIDE PVC SHEETING GLUED f TO FOUNDATION WALL TO REDUCE MOISTURE PENETRATION. BACKFILL (COMPOSITION AND COMPACTION PER REPORT) ENCASE PIPE IN WASHED CONCRETE AGGREGATE (ASTM C33, NO. 57 OR NO. 67) EXTEND GRAVE TO AT LEAST 1/2 HEIGHT OF FOOTING. I Protect No. GS04694-120 COVER GRAVEL WITH FILTER FABRIC REINFORCED STEEL PER STRUCTURAL DRAWINGS CRAWL SPACE---„,„ SLOPE ID LIRA 2 MINIMUM 8" MINIMUM OR BEYOND 1:1 SLOPE FROM BOTTOM OF FOOTING. (WHICHEVER IS GREATER) 4 -INCH DIAMETER PERFORATED DRAIN PIPE. THE PIPE SHOULD BE PLACED IN A TRENCH WITH A SLOPE RANGE BETWEEN 1/8 INCH AND 1/4 INCH DROP PER FOOT OF DRAIN FOOTING OR PAD BOTTOM OF EXCAVATION NOTE. DRAIN SHOULD BE AT LEAST 2 INCHES BELOW BOTTOM OF FOOTING AT THE HIGHEST POINT AND SLOPE DOWNWARD TO A POSITIVE GRAVITY OUTLET OR TO A SUMP WHERE WATER CAN BE REMOVED BY PUMPING. Exterior Foundation Wall Drain Flg. 5 PROJECT NO. G504694-120 SUMMARY OF LABORATORY TEST RESULTS SOIL CLASSIFICATION (SAND, CLAYEY ICLAYSTONE r w )- 5 3 U 6 z a N SAND, CLAYEY PASSING NO. 200 SIEVE (%) o U) N- N SOLUBLE SULFATES (6/0) UNCONFINED COMPRESSIVE STRENGTH (PSF) ATTERBERG LIMITS ›- rU1- 5 N z 5- a 0 ~ " 5 2 o O -,- J J Li, co co ID 6 O m NATURAL DRY DENSITY (PCF) 070 O ' 0O O r NATURAL MOISTURE (%) O r O 0 N I 22.0 a w w w O .- v °l v 01 0 z E co 1- r r 1- N r N it 0 0l 01 m CL 0 O O 0 0 N 0 m 0 0 z Q O O 0 0 9_O ; 0. 0. CO 0 CO 0 0 0) 0 0 0 0 0 co 0 z APPENDIX A PERCOLATION TEST RESULTS PAUL SAMUELSON SAMUELSON RESIDENCE PROJECT NO. G504694•4Z0 5:6504694.00011204 Raparts1GS04694120 R1.bac SATURATION AND PREPARATION DATE: 03102106 TIME AT START OF SATURATION: 9:00 am PERCOLATION TEST DATE: 03/03/06 WATER IN BORING AFTER 24 HOURS YES X NO PERCOLATION TEST RESULTS HOLE NUMBER DEPTH (INCHES) TIME AT START OF INTERVAL TIME INTERVAL (MINUTES) DEPTH TO WATER CHANGE PERCOLA- TION RATE (MINIINCH) START OF INTERVAL (INCHES) END OF INTERVAL (INCHES) IN WATER DEPTH (INCHES) P-1 25 8:45 15 14.5 15.5 1.0 15 9:00 15 15.5 16.0 0.5 30 9:15 15 16.0 16.25 0.25 60 9:30 15 16.25 17.0 0.75 20 9:45 15 17.0 17.0 0.0 -- 10:00 15 9.0 9.75 0.75 20 10:15 15 9.75 10.5 0.75 20 10:30 15 10.5 11.5 1.0 15 10:45 15 11.5 12.25 0.75 20 11:00 15 12.25 13.0 0.75 20 11:15 15 13.0 13.5 0.5 30 11:30 15 13.5 14.25 0.75 20 PAUL SAMUELSON SAMULESON RESIDENCE pan IF(.T Na GS04694.120 Fig. A-1 SATURATION AND PREPARATION DATE: 03102106 TIME AT START OF SATURATION: 9:00 am PERCOLATION TEST DATE: 03/03/06 WATER IN BORING AFTER 24 HOURS YES X NO PERCOLATION TEST RESULTS HOLE NUMBER DEPTH (INCHES) TIME AT START OF INTERVAL TIME INTERVAL (MINUTES) DEPTH TO WATER CHANGE PERCOLA- TION RATE (MIN/INCH) START OF INTERVAL (INCHES) END OF INTERVAL (INCHES) IN WATER DEPTH (INCHES) P-2 34 8:45 15 15.0 15.0 0.0 -- 9:00 15 15.0 15.5 0.5 30 9:15 15 15.5 15.5 0.0 -- 9:30 15 15.5 15.5 0.0 -- 9:45 15 15.5 15.75 0.25 60 10:00 15 15.75 15.75 0.0 -- 10:15 15 8.0 9.0 1.0 15 10:30 15 9.0 9.75 0.75 20 10:45 15 9.75 10.5 0.75 20 11:00 15 10.5 11.25 0.75 20 11:15 15 11.25 11.5 0.25 60 11:30 15 11.5 11.75 0.25 60 PAUL SAMUELSON SAMULESON RESIDENCE RRn IECT NO. G504694.120 Fig. A-2 SATURATION AND PREPARATION DATE: 03102/06 TIME AT START OF SATURATION: 9:00 am PERCOLATION TEST DATE: 03/03/06 WATER IN BORING AFTER 24 HOURS YES X NO PERCOLATION TEST RESULTS HOLE NUMBER DEPTH (INCHES) TIME AT START OF INTERVAL TIME INTERVAL (MINUTES) DEPTH TO WATER CHANGE PERCOLA- TION RATE (MIN/INCH) START OF INTERVAL (INCHES) END OF INTERVAL (INCHES) IN WATER DEPTH (INCHES) P-3 32 8:45 15 10.0 11.0 1.0 15 9:00 15 11.0 11.5 0.5 30 9:15 15 11.5 11.5 0.0 -- 9:30 15 11.5 11.75 0.25 60 9:45 15 11.75 12.0 - 0.25 60 10:00 15 12.0 12.0 0.0 -- 10:15 15 12.0 12.5 0.5 30 10:30 15 12.5 12.5 0.0 -- 10:45 15 7.0 7.25 0.25 60 11:00 15 7.25 7.75 0.5 30 11:15 15 7.75 8.25 0.5 30 11:30 15 8.25 8.75 0.5 30 PAUL SAMUELSON SAMULESON RESIDENCE eon Ion un AS114694-120 Fig. A-3