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Application- Permit
Garfield County Building & Sanitation Department 108 8th Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 Job Address 9lei C 2 \\- Caeasu. Nature of Work Buildin Use of Building Owner Contractor f1. Permit NO. gCIS 7 Amount of Permit $ 1\R .3L \-- Date Clerk Permit No: GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8'x Street, Suite 201, Glenwood Springs, CO 81601 Phone: 970-945-8212/ Fax: 970-384-3470/Inspection Line: 970-384-5003 Job Address: eictrt<C12%13 2 c+y Rd. li3 ParceUSchedule No: RI$7333 0/ .024e0 Si7a et Pt-t+s� 00lv1es S V, a i s, cn Car bowcfv 1 Lot No:Z Block No: Subd. / Exemption:S gib I lg 2 Owner: Crnct Wendy %{l,yden ca1 ti Address C O r hO n da (c- f• 0. 0 o 1556 Ph: ,-7- 0. 970-4•, )43 's Ph: r e t l 603 -5c2 -cos 3 Contractor: I� Howie Address: cn I S 5 6 P c_-a..lz Ph: qi ^ y 7! q3 �. Lic. No.� a 4 Ar hitect/Engineer: 13 ar v, sip, -E;o,me C+Y Address: (Se vlr tp (boob Federul Ave•I Ph: 303 -&5'7 -'Soo Lic. No. no 023.—e5 Sq. Ft. of Building: AFI o00 Sq. Ft. of Lot: et, s 2 3 (o acres Height: , h N -o. of Floors: Z 6 Use of Building: Do Yin154i'c. — Pr,.,-,ar-i Rf SiarnCe_ 'A 7 Describe Work:(Ah PIIOdiAlar bre 5--' kowe ,,il L s k e .-( waHeou-I 64se_Ynev)± B Class of Work: o�New ❑ Addition o Alteration o Remove o Move 9 Garage: r161 ❑ Single o Double Carport: o Single 7 Double 10 a-"- Driveway Permit a of On -Site Sewage Disposal s/Site Plan In i (Septic) 11 Valuation of Work: $Adjusted S-1- 2 S v7 000 Valuations: S 02,03/ 12 Special Conditions: UnfEA:skeci bOsemev,-i- NOTICE A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT CONSTRUCTION OR WORK IS SUSPENDED WITHINENCED DAYS, OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE COMPLETED WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. -3/0/0/ Plan Check Fee: ��� �� Permit Fee: i . i �� / 1ST Total Fee: Dated Permit Issued: q 3 iP % J' J II OCC Group: ,%Const. Type: v - 1 N 3 Li Zoning: Setbacks: Manu. Home: ISDSg Nod. %& Fee: 00 '/oO �f l/ �A OFO% DATE //////--���+++ 'au',�' Viy.3. 4/ 1 �� r / 39/7 BLDG DEPT NG. DEFT' • APPROVAL I DATE APPROVAIiLDATE Co z3 AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE 1SSSUANCE 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 IN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT [F 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 OF A 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 THS CODE OR ANY OTHER ORDINANCE OR REGULATION 01' THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIARLITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY 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 INTEREST. Garfon.003 1 LIIEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): 40'grg13-,g-0"f 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. A complete bathroom, 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 1997 UBC 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. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOTOCCUPY 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 PREMISE UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy tiuse and issuance of a Certificate of 0 .p. or the-.. ing under building permit# �) ignature Date Air BpcontO8200 • VALUATION/FEE DETERMINATION Applicant &1' yR Address 4A. / 5 Date 9-o!F Finished (Livable Area): Main Upper Lower Other Total Square Feet Valuation n0/ 1913 Basement: Unfmished /11/3 Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation / 9 93 X 7/ Garage: Crawl Space: Valuation Valuation Decks/Patios: Covered Valuation Open Co X44 X /2 Valuation Total Valuation Subdivision fkAts /dimes Lot/Block L0'{ I -- Contractor Contractor p tene '- 77/ 643 ,g,/LOS' Si, i31 PLAN REVIEW CHECKLIST Applicantfgr/ f W&idct Ae de-tx Date Building ✓ Engineered Foundation Driveway Permit //Surveyed Site Plan Septic Permit and Setbacks ✓/ Grade/Topography 30% ✓/ Attach Residential Plan Review List Minimum Application Questionnaire bit Subdivision Plat Notes IS- Fire Department Review '/ Valuation Determination/Fees `/ Red Line Plans/Stamps/Sticker Attach Conditions /Application Signed /Plan Reviewer To Sign Application Parcel/Schedule No. Planning/Zoning Property Line Setbacks 30ft Stream Setbacks Flood Plain Building Height Zoning Sign -off Road Impact Fees HOA/DRC Approval Grade/Topography 40% Planning Issues Subdivision Plat Notes /40# Snowload Letter- Manf. Hms. &Pt "17v.Mr GENERAL NOTES: 41/i61 146a set u v GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS for MANUFACTURED HOMES 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. Adequate and complete information will prevent delays in the plan review process. Reviewing a plan and the discovery that required information has not been provided by the applicant may result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor may be required to provide this information before the plan review may proceed. This causes delays because other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. If you do not, it may be helpful to obtain a book titled "Dwelling Construction under the Uniform Building Code". This book is available to you through this department at our cost. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. 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. All Plans submitted must be incompliance with the 1997 UBC, UMC, and 1997 UPC. 1 r 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 prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or more must be shown on site plan. NOTE: 106.3.1 (7.) 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 surveyors 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 the envelope. Yes 2. Does the site plan when applicable include 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? This information must be certified by a licensed surveyor with their ignature and professional stamp on the design. Yes 3. Does the site plan include any other buildings, 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 buildinwpermit on is located on a corner lot. Special setbacks do apply. Yes 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 uniform building code or per stamped engineered design? A Floor Plan of the Modular Unit wing exterior doors is required. Yes 6. Do you understand that if you belong to a homeowners association, 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? If you do not have written permission from the association, do you understand that the plan check fee will not be refunded should the architectural committee deny or reject your bui ng plans? Yes ( No 7. Will this be ti only residential structure on the parcel? Yes L No If no -Explain: 8. Have two (2 omplete sets of construction drawings been submitted with the application? Yes 2 r 9. For the placement of a manufactured home, have the following been specified? The size of the unit (minimum 20ft. wide x 20ft. long); live roof load (minimum 40# could be more depending on elevation of property); wind design (minimum wind speed of 80 mph & 15 Ib. wind load); foun4ation design; method of anchoring? Yes (/ 10. Have you designed or had this plan designed while considering building and other construction code requirement Yes No 11. Do your plan comply with all zoning rules and regulations in the County related to your zone district? Yes 1� No 12. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield ounty Building Department? Yes / No 13. Do you understand that approval for design and/or construction changes are required prior to the application of ese changes? Yes No 14. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or "Septic Syst n" fees required, at the time you pick up your building permit? Yes l/ No 15. Are you aware that twenty-four (24) hour notice is required for all inspections? Inspections will be made from Battlement Mesa to West Glenwood in the mornings and from Glenwood Springs to Carbondale in the afternoons. All inspections must be called in by 3:30 p.m. the day before. Failure to give twenty-four (24) hour notice for inspections will delay your inspection one (1) day. Inspectii s are to be called in to 384-5003. Yes �/ No 16. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $47.00 re-insp ction fee? Yes No 17. Are you aware that you are required to call for all inspections required under the Uniform Building Code including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy oft building? Yes No 18. Are you aware that prior to submittal of a building permit you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one isyet necessary? You can contact the Road & Bridge Department at 625-8601. Yes ✓ No 3 • / 19. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required at time of applicable inspection. / Yes (/ No 20. 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 the submittal of a building pe it application? Your attention in this is appreciated. Yes INo 21. Are you aware that you will need to call the State Division of Housing to have your modular inspected prior to the County building department doing their final inspection? The State will charge a fee for this inspection Yes No 22. Are you aware that the Permit Application must be signed by the Owner or a written authority be given for an Agent and that the party responsible for the project must comply with the Uniform Building Codes Yes t/ No I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. Signati ftof Owner Phone: (days); 37/6/ Date 9 3— 7/7J (evenings) Project Name: /74y/t V7 /3 Project Address: fc fir) /-lite 5 Z 1 cfj 2c/ /13e3 5 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 plan 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 information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review, delay in issuance of the permit or delay in proceeding with construction. bpreqmh 04/2003 4 11/04/2003 02:31 6258627 mow 04 03 01:10p • 0istr,ct 1 October 30, 2003 Garfield County Road & Bridge Garfield County Building & Planning 10Sau, St. Suite 201 Glenwood Springs, CO 81601 ROAD AND BRIDGE 970-94S-1310 We are applying for as exemption from a driveway permit because there is an existing driveway. The legal description of our property is TBD Lot 2 Peas/Holmes Subdivision, Carbondale, CO 81623 Neighbors: Bobby Holmes, 10080 Cty. ltd 113 Trull Peet, 9738 Cty. Rd. 113 Owner: Carl & Wendy Hayden (ft of 9/15/03) Previous Owners. Robert & Kathleen Holmes Owner address: PO Bole 1556, Carbondale, CO 81623 963.7193 Ce11- (603) 502-9804 The enclosed survey show9 the existing driveway. Thank you. Sincerely, ti Carl & Wendy Hayden PAGE 02 p.2 11/04/2003 02:31 6258627 November 4, 2003 Carl and Wendy Hayden Carbondale, CO 81623 Phone -963-7193 ROAD AND BRIDGE PAGE 01 Garfield County 1 Road and adage Department CC: Garfield County Building and Planning Department Dear Mr, and Mu. Hayden, There is already ■ driveway in pkte at the address of 10080 CR 113. This driveway meets County specifications; therefore a driveway permit is not needed If you have any questions or problems, please fel free to contact me. Sincerely, Cleve Kingen Auiemt Foremen Garfield County Road and Bridge Department P.O- Boal Mae, CO MO Plwae: 9/0426.0601 Pax: 4711-116.0627 gi fry 1. ,y a fr 1 i (123 --7/ %3(w, C 1-1/1.121-61 sirt c e -l-12. (2,12- 1/3 ito �'—cum a-0 u �f -e-e--e-- 9 ‘f l - S vi t QAp SOILS AND FOUNDATION INVESTIGAT PROPOSED PETTS RESIDENCE PETS PARCEL ADJACENT TO COUNTY ROAD 113 GARFIELD COUNTY, COLORADO Prepared For: Mr. Bob Petts 104 Welnmanns Blvd. Wayne, New Jersey 07470 Job No. GS -18488 May 31, 1996 CTL/THOMPSON, INC. CONSULTING ENGINEERS 234 CENTI_R DRIVE ■ GLENWOOD SPRINGS COLORADO 81601 ■ (970) 945 2809 TABLE OF CONTENT SCOPE 1 SUMMARY OF CONCLUSIONS 1 SITE CONDITIONS 1 PROPOSED CONSTRUCTION 2 SUBSURFACE CONDITIONS 2 SITE GRADING 3 FOUNDATION 4 BASEMENT FLOOR SLAB -ON -GRADE 5 FOUNDATION AND CRAWLSPACE WALLS 7 SURFACE DRAINAGE 7 LIMITATIONS 8 FIGURE 1 - APPROXIMATE LOCATIONS OF EXPLORATORY BORINGS FIGURE 2 - SUMMARY LOGS OF EXPLORATORY BO I&S FIGURES 3 THROUGH 5 - SWELL/CONSOLIDATION TEO ULTS FIGURE 6 - EXTERIOR FOUNDATION WALL DRAIN FIGURES 7 AND 8 - PERCOLATION TEST RESULTS TABLE 1 - SUMMARY OF LABORATORY TEST RESULTS MR. BOB PETTS CTLR G&1e41a SCOPE This report presents the results of our soils and foundation Investigation for the Proposed Petts Residence to be built on the Petts Property adjacent to County Road 113 In Garfield County, Colorado. We explored subsurface conditions at the site to provide foundation recommendations for the building. This report Includes a description of the subsurface conditions found In our exploratory borings, a recommended foundation system and geotechnical criteria for it and construction criteria for details influenced by the subsoils. Our report was prepared from data developed during our field exploration, laboratory testing, engineering analysis and our experience. A summary of our conclusions is presented below. SUMMARY OF CONCLUSIONS 1. Our exploratory borings In the planned building footprint penetrated 0.5 feet of organic, sandy clays underlain by 24.5 feet of medium dense to dense, slightly moist to moist, clayey to silty sands In our TH-2 and 19.5 feet of medium stiff to stiff, slightly moist sandy clays In our 14-3. No free groundwater was found in our exploratory borings the day of drilling. 2. The building can be founded on footings bearing on a mat of densely compacted granular structural fill (See 'Foundation' section). 3. The basement slab -on -grade floor should be constructed on a mat of densely compacted granular structural fill (See "Basement Slab -On - Grade'). 4. A ground surface slope away from the residence should be maintained at all times to reduce wetting of soils below foundations. SITE CONDITIONS The building footprint Is near the middle of a triangular piece of lalf1 makes up the majority of the Petts Property. The footprint occupies the mo�� moderate slopes which form the south side of the Shlppees Draw valley. To the north of the building footprint is Shippees Draw with County Road 113 beyond. The MR BOB PFR* CTLJT 06164a8 1 valley floor Is Irrigated pasture. The ground surface of the lower part of the south slopes on which the building will be constructed Is covered with sage, sparse grasses and weeds. PROPOSED CONSTRUCTION The Petts Residence will be a single family residence. The building will be a two story post and beam home. The lower level will be a walkout basement. Plans are for the basement floor to be a slab -on -grade. Part of the upper level living area floors will be above the lower level and part will be above a crawlspace. Maximum excavation depths for the basement will be approximately 8 feet. We assumed maximum exterior wall loads will be approximately 3 kips per lineal foot and maximum interior column loads will be 15 kips. We should be informed if the final design differs to allow re-evaluation of the recommendations and criteria presented herein. SUBSURFACE CONDITIONS Two (2) exploratory borings(TH-2 and T -3), three (3) percolation holes(P-4 through P-6) and one (1) profile hole (Profile 1) were drilled at the approximate locations shown on Figure 1 to investigate subsurface conditions for the proposed Petts Residence. Drilling was directed by our laboratory/field manager who logged the soils and bedrock and obtained samples for testing In our laboratory. Summary Togs of the soils found in our exploratory borings are shown on Figure 2. Our exploratory borings In the planned building footprint penetrated 0.5 feet of organic, sandy clays underlain by 24.5 feet of medium dense to d , slightly moist to moist, clayey to silty sands In our T42 and 19.5 feet of medlu stiff, slightly moist sandy clays In our TH-3. No free groundwater was foun exploratory borings the day of drilling. MR. BOB PERS CM 09-16118 2 SITE GRADING The building will be stepped into the natural slope of the site. Grading plans were not available at this writing, however, It appears that maximum depths will be 8 feet for the basement. The recommended foundation Is footings bearing on an at least 3.0 feet thick mat of densely compacted structural fill (see"Foundation' section). We recommend that slabs -on -grade bear on structural fill (see 'Basement Slab -On -Grade'). Structural fill should extend horizontally a distance equal to the depth of fill beyond the edges of all footings. We should review grading plans when available to provide geotechnical input regarding excavation stability. Sides of excavations deeper than 5 feet should be sloped or braced. We recommend no slopes steeper than 1 to 1 (horizontal to vertical). Excavated slopes will tend to collapse and flatten when wetted. We need to view the excavation prior to constructing the mat of structural fill to confirm that soils exposed are as anticipated from our exploratory borings and that our recommendations presented herein are appropriate. We believe that the sandy clays are Type B as described in the October, 1989 Occupation Safety and Health Administration (OSHA) Standards published by the Department of Labor governing excavations. The publication Indicates a maximum temporary slope of 1 to 1 (horizontal to vertical) for Type B soils. Soils removed from the excavation should not be stockpiled at the edge of the excavation. We recommend the excavated soils be placed at a horizontal distance from the top of the excavation equal to at least the depth of the excavation. Free groundwater was not found In our exploratory borings the dating. Depending on cut depths and time of year, groundwater may enter the exc during construction. The excavation floor should be sloped to direct groundwater a positive gravity outfall or sumps where water can be removed by pumping, If needed. MR. WO PETS CTL/T o61Mea 3 Areas to receive fill and floor slab and exterior concrete flatwork subgrade should be stripped of roots and organic matter. The resulting surface should be scarified to at least 8 Inches deep, moisture conditioned to within 2 percent below to 2 percent above optimum moisture content and compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698). Structural fill below footings, floor slabs or exterior concrete flatwork can be constructed of granular soils with 100 percent finer than 3 inches and between 10 and 30 percent silt and clay sized particles (passing the No. 200 sieve) with a maximum liquid limit (LL) of 30 and a maximum plasticity index (PI) of 10. The soils should be moisture conditioned to within 2 percent of optimum moisture content and placed In 8 inch maximum loose lifts and compacted to at least 100 percent of the maximum dry density determined by a standard Proctor density test (ASTM D 698). Placement and compaction of fill should be observed and tested by a representative of our firm during construction. If material that does not meet the above specifications is considered for use as fill below the building, we should be contacted to evaluate the suitability of the fill material. FOUNDATION Our exploratory borings penetrated low density, slightly moist clays which will consolidate when subjected to increased moisture associated with building on the site. The consolidation of the soils will likely result In unacceptable building settlements. In our opinion these soils are not suitable to support the building footings. The building can be founded with footings bearing on at least 3.0 feet of structural fill constructed as discussed above under Site Grading'. The fill should extend a minimum horizontal distance beyond the edge of footings equal to the depth of fill. The maximum bearing pressure recommended below should result In total settlements on the order of 1 inch. Differential settlement of aboutalf of the actual total movement should be anticipated along 12 feet of continuouel and between adjacent footing pads. Footings can be designed and constrdtt) using the following criteria: MN. a05 PETTS CM OS15465 4 1. Footings should bear on at least 3.0 feet of densely compacted granular structural fill (see 'Site Grading") and be designed for a maximum soli bearing pressure of 3,000 psf on the fill surface; 2. Foundation walls for continuous footings should be reinforced top and bottom. We recommend the amount of reinforcing steel equivalent to that required for a simple span of 12 feet with at least two (2) continuous No. 5 bars in the top and bottom of all foundation walls. Reinforcement should be designed by a qualified structural engineer; 3. Minimum footing sizes are desirable. We suggest a minimum width of 16 inches for continuous footings and at least 2 feet by 2 feet for Isolated column pads. Larger sizes may be required based on the structural loads; 4. The soils under exterior footings should be protected from freezing. We suggest a frost protection depth of 36 Inches. The owner should verity the frost depth requirement with the local area building department; 5. Backfill along foundation walls and In utility trenches should be compacted to at least 95 percent of ASTM D 698. BASEMENT FLOOR SLAB -ON -GRADE The soils which will provide subgrade for slabs -on -grade Include low density, low moisture, highly compressible clays and silts. These soils are not suitable to support slab -on -grade floors. We recommend basement slab -on -grade floor movement be controlled by construction of a structural floor supported by the foundation system with a crawlspace between the floor and the subgradils or slab -on -grade floors should bear on an at least 2.0 feet thick mat of g 3 r structural fill. The structural fill below slabs should be similar to ma recommended for fill below footings. The fill should be moisture treated ante compacted as recommended for structural fill below footings. Structurally supported floors are normally not used In the garage, walks or patios areas. Driveways, sidewalks and exterior patio slabs are also constructed as MR. SOU PETTS CTVT Q11.164es 5 slabs -on -grade. Performance of slabs -on -grade on highly compressible soils is unpredictable. Slight Increases In soil moisture content can cause considerable settlement and cracking of slabs -on -grade. Slabs -on -grade should bear on a uniform subgrade. Slabs -on -grade in the garage, walks and patio areas can bear on prepared subgrade as discussed under "Site Grading'. We recommend the following precautions for construction of slabs -on -grade at this site: 1. The usual gravel layer under a slab -on -grade should be omitted to reduce the risk of water finding its way under the entire slab from a single source; 2. Slabs should be separated from exterior walls and interior bearing members with a slip joint which allows for free vertical movement of slabs; 3. Underslab plumbing should be eliminated where feasible. Where such plumbing Is unavoidable, It should be thoroughly pressure tested during construction for leaks and should be provided with flexible couplings. Gas and water lines leading to slab -supported appliances should be constructed with flexibility; 4. Plumbing and utilities which pass through slabs should be Isolated from the slabs. Heating and air conditioning systems supported by the slabs should be provided with flexible connections to allow vertical movement so that slab movement is not transmitted to the duct work; 5. Frequent control joints should be provided in all slabs to reduce problems associated with shrinkage. The American Concrete Institute (ACI) recommends control joints be provided at 15 to 20 feet Intervals In both directions; 6. Exterior patio and porch slabs should be designed to fun41aag Independent units. Movement of these slabs should nol/tisik transmitted directly to the residence foundations. These precautions will not prevent movement in the event the underlying soils become wetted, however, they tend to reduce damage If movement occurs. MR. SOR PETE CTvr 0&11488 6 FOUNDATION AND CRAWLSPACE WALLS Foundation walls and crawlspace will be subjected to lateral earth pressures. These walls are restrained and cannot move, therefore, they should be designed for the "at -rest" lateral earth pressure. Assuming the on site soils are used as backfill, we recommend using an equivalent fluid density of 50 pcf to calculate lateral earth pressure. The above equivalent fluid density does not Include allowances for sloping backfill, hydrostatic pressures, live loads or loads from adjacent structures. Water from surface run-off (precipitation, snow melt, irrigation) frequently flows through backfill placed adjacent to foundation walls and collects on the surface of the comparatively impermeable soils occurring at the bottom of the foundation excavation. This can cause damp or wet conditions In below grade areas of the building. To reduce accumulation of water, we recommend a foundation drain. The drain should consist of a 4 -inch diameter open joint or slotted PVC pipe encased in free draining gravel. The drain should lead to a positive gravity outfall or to a sump to be mechanically pumped. A typical foundation drain detail is shown on Figure 6. Backfill placed adjacent to foundation walls should be moisture conditioned and compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 696). Adequate crawlspace ventilation should be provided. SURFACE DRAINAGE Performance of foundations and concrete fiatwork is Influenced by moi conditions within the subgrade soils. During spring *snowmen, sheetwash will occur over the ground surfaces at this site. A drainage swale should be constructed uphill of the building to channellze and direct surface drainage down, around and away from the building. Surface grading should cause rapid run-off of surface water away from the building In all directions. Snow from the roof or plowing should not be piled adjacent to the building. The following precautions should be observed during construction and maintained at all times after the construction is completed: MR. 60! PETT% Calf 0&16406 7 1. Wetting or drying of the open excavation should be avoided; 2. A drainage swale should be constructed uphill of the building to direct surface drainage down, around and away from the building; 3. Water should not be allowed to pond adjacent to the building. The ground surface surrounding the building exterior should be sloped to cause rapid run-off of surface water away from the building. We recommend a finished ground surface slope down and away from the building of at least 12 inches in the first 10 feet; 4. Plastic membranes should not be used to cover the ground surface immediately surrounding the building. These membranes tend to trap moisture and prevent normal evaporation from occurring. Geotextile fabric such as Mirafi or Typar can be used on the ground surface immediately surrounding the building for weed growth control while allowing evaporation to occur; 5. Roof downspouts, drains and other water collection systems should discharge well beyond the limits of all backfill. Splash blocks or extensions should be provided at all discharge locations; 6. Snow from the roof or snow removal should not be piled adjacent to the building. LIMITATIONS Our exploratory borings were spaced to obtain a reasonably accurate picture of the subsurface. Variations in these subsurface conditions not shown by our exploratory borings will occur. We should observe the completed excavation to confirm the soils are as anticipated from our exploratory borings. o Our report was based on conditions disclosed by our exploratory b e) results of laboratory testing, engineering analysis and our experience. Criteria presented reflects the proposed building as we understand It. We should be advised if the final design differs from our assumptions to permit us to re-evaluate our conclusions. Placement and compaction of structural fill should be observed by a representative of our firm during construction. Drilling of piers should be observed by a representative of our firm to verify the bearing strata and that subsurface conditions are as anticipated. MR. SOB PUTS CTUT 08.11415 8 This Investigation was conducted In a manner consistent with thatv 0 care and skill ordinarily exercised by geotechnical engineers currently pract' under similar conditions in the locality of this project. No other warranty, express or Implied, is made. 1f we can be of further service or if you have questions regarding this report, please call. Very truly yours, CTL/THOMPSON, INC. John Mechling, P.E. Branch Manager JM:Ip (5 copies sent) MR. BOB PET71 CM 061641! 9 4 Z 0 H Z 5 xdx iV a z 0 2 W 0 cd 0 0 e ADDITIONAL COMPRESSION -_ AT CONSTANT PRESSURE DUE TO WETTING 01 10 APPLIED PRESSURE — KSF 100 Sample of ^ SAND, CLAYEY (SC) NAO UNIT WEIGHT= 80 PCF From TH-2 AT 4 FEET NATUR PECONTENT= 7.7 % JOB NO. GS-I848B Swell Consolidation Test Results FIG. 3 6 5 4 3 2 1 0 2 3 4 z 0 H Z 5 d 6 z 0 0C d 0 O e ADDITIONAL COMPRESSION AT CONSTANT PRESSURE DUE TD WETTING APPLIED PRESSURE — KSF 10 Sample of CLAY SILTY ( CI -ML From TR -2 AT 19 FEET JOB NO. GS -1848B 1 A 100 NATURAOS WEIGHT= 103 PC'F NATURAL MNTENT= 11 7 % Swell Consolidation Test Results FIG. 4 7 6 5 4 3 2 0 2 3 4 z 0 Z 5 xd 6 z 0 GC d 0 0 Lci ADDITIONAL COMPRESSION AT < " - WTTNNT1ISRESSURE: DUE _TO WEETTING'] 10 APPLIED PRESSURE — KSF Sample of CLAY. SANDY (CL) From TH-3 AT 9 FEET JOB ND. GS -18486 Swell Consolidation Test Results FIG. 5 SLOPE PER OSHA SLOPE PER REPORT I _ BACKFILL Thi BELOW GRADE WALL NOTE: DRAIN SHOULD BE AT LEAST 2 INCHES BELOW BOTTOM OF VOID AND FOOTING AT THE HIGHEST POINT AND SLOPE DOWNWARt TO A POSITIVE GRAVITY OUTLET OR TO A SUMP WHERE WATER CAN BE REMOVED BY PUMPING. PROVIDE PVC SHEETING GLUED TO FOUNDATION WALL TO REDUCE MOISTURE PENETRATION. 1 ENCASE PIPE IN WASHED CONCRETE AGGREGATE (ASTM C33. N0. 57 OR NO. 67). EXTEND GRAVEL TO AT LEAST 1/2 HEIGHT OF FOOTING. COVER GRAVEL WITH FILTER FABRIC OR ROOFING FELT. 1 2" MINIMUM 6" MINIMUM OR BEYOND 1:1 SLOPE FROM BOTTOM OF FOOTING. (WHICHEVER IS GREATER) 4 -INCH DIAMETER PERFORATED DRAIN PIPE. THE PIPE SHOULD BE LAID IN A TRENCH WITH A SLOPE RANGING BETWEEN 1/6 INCH AND 1/4 INCH DROP PER FOOT OF DRAIN REINFORCING STEEL PER STRUCTURAL DRAWINGS. PROVIDE POSMVE NT BETWEEN SLAB AND FLOOR SLAB �g 3 FOOTING OR PAD EXTERIOR FOUNDATION WALL DRAIN )()H N(1 GS -1848B FIc,. F SATURATION AND PREPARATION DATE 05-2996 TIME AT START OF SATURATION: 6:00 PERCOLATION TEST DATE: 05-30-96 WATER IN BORING AFTER 24 HOURS YES x NO i PERCOLATION TEST RESULTS n HOLE NUMBER DEPTH (INCHES) TIME AT START OF INTERVAL TIME INTERVAL DEPTH TO WATER CHANGE IN WATER DEPTH (INCHES) PERCC30 T1ON RA (MIN/INCH) (MINUTES) START OF INTERVAL (INCHES) END OF INTERVAL (INCHES) P-1 27.0 10:15 20 12.75 14.5 1.75 11 10:35 20 14.5 15.5 1.0 20 10:55 20 15.5 16.25 0.75 26 11:15 20 1625 17.25 1.0 20 11:35 20 J 1725 17.75 0.5 40 11:55 - 20 17.75 1825 0.5 40 12:15 20 18.25 18.75 0.5 40 12:35 20 18.75 19.25 0.5 40 P2 20.5 10:15 20 7.25 7.75 0.5 40 10:35 20 7.75 8.75 1.0 20 10:55 20 8.75 8.75 11:15 20 8.75 9 25 0.5 40 11:35 20 9.25 9.75 0.5 40 11:55 20 9.75 10.0 0.25 80 12:15 20 10.0 10.25 0.25 80 12:35 r 20 10.25 10.5 0.25 80 P-3 19.5 10:15 r 20 6.25 8.75 2.5 8 10:35 20 8.75 10.0 1 25 16 10:55 20 10.0 11.0 1.0 20 11:15 20 11.0 11.75 0.75 26 11:35 20 11.75 12.25 0.5 40 11:55 20 12.25 12.75 0.5 40 12:15 20 12.75 13.25 0.5 40 12:35 20 13.25 13.75 0.5 40 Job No. GS -1848B Fig. 7 SATURATION AND PREPARATION DATE: .05-29-96 TIME AT START OF SATURATION: PERCOLATION TEST DATE: 05-29-96 WATER IN BORING AFTER 24 HOURS YES x NO PERCOLATION TEST RESULTS HOLE NUMBER DEPTH (INCHES) TIME AT START OF INTERVAL T TIME INTERVAL DEPTH TO WATER CHANGE IN WATER DEPTH (INCHES) PE TION (MIN/INCH , (MINUTES) START OF INTERVAL (INCHES) END OF INTERVAL (INCHES) P-4 42.0 2:15 120 11.0 14.5 3.5 34 4:15 30 14.5 15.5 1.0 30 4:45 30 15.5 16.75 1.25 24 5:15 30 16.75 18.0 1.25 24 P-5 40.75 2:15 120 17.75 22.5 4.75 25 4:15 30 22.5 23.5 1.0 30 4:45 30 23.5 24.75 125 24 5:15 30 24.75 25.75 1.0 30 P-6 33.75 2:15 120 13.0 17.0 4.0 30 4:15 30 17.0 18.25 1.25 24 4:45 30 18.25 19.75 1.50 20 5:15 30 19.75 2125 1.50 20 Job No. GS -18488 Fig. 8 § 3 0 2 0 SOIL TYPE ral! CLAY, SANDY (CL) CLAY, SANDY (CL) CLAY, SANDY (CL) (00. 4z(0 a. 58 a8 � 0jty ■ EFI T ||ra rs ,rMTS §§E �3 10 gill 26 NATURAL DENSITY 60 115 0 109 DEPTH NATURAL HOLE (FEET) MOISTURE (%) f T -2 I 4 7.7 I 9 4.7 _ e co 1 SATURATION AND PREPARATION DATE .15-29-96 T1ME AT START OF SATURATION: 6.00 PERCOLATION TEST DATE. 05-30-96 WATER IN BORING AFTER 24 HOURS YES x NO PERCOLATION TEST RESULTS w HOLE NUMBER DEPTH (INCHES) TIME AT START OF INTERVAL TIME INTERVAL DEPTH 10 WATER CHANGE IN WATER DEPTH (INCHES) rhe As PER. TION • • 'i: (MIN/INCH) (MINUTES) START OF INTERVAL (INCHES) END OF INTERVAL (INCHES) P-1 27.0 10:15 20 12.75 14.5 1.75 11 10:35 20 14.5 15.5 1 0 20 10:55 20 15.5 16.25 0.75 26 11:15 20 16.25 17.25 1.0 20 11:35 20 1725 17.75 0.5 40 11:55 20 17.75 18.25 0.5 40 12:15 20 18.25 18.75 0.5 40 12:35 20 18.75 19.25 0.5 40 P-2 20.5 10:15 20 7.25 7.75 0.5 40 10:35 20 7.75 8.75 1.0 20 10:55 20 8.75 8.75 11:15 20 8.75 9.25 0.5 40 11:35 20 925 9.75 0.5 40 11:55 20 9.75 10.0 0.25 80 12:15 20 10.0 10.25 0.25 80 12:35 20 10.25 10.5 0 25 80 P3 19.5 10:15 20 6.25 8.75 2.5 8 10:35 20 8.75 10.0 1.25 16 10:55 20 10.0 11.0 1.0 20 11:15 20 11.0 11.75 0.75 26 11:35 20 11.75 12.25 0 5 40 11:55 20 12.25 12.75 ; 12:15 20 12 75 1325 0.5 40 12:35 20 13.25 13.75 0.5 40 Job No. GS -1848A Fig. 5 C cr2 oIA O ro 0 H tTl 0 0 H 0 Enz 0 11 • a 0 1-3 0 0 x •e 0 z 0 m a BBYBI-S9 ON 90f• SUMMARY LOGS OF EXPLORATORY BORINGS to Depth In Feet 1 1 1 1 1 1 f I f 1 1 N OI atop; RAM C P O 1 1 1 1 1 1 1 1 1 1 1 lead r17 A)daa MM ? N ;aypG a ch kit Pa? pg FIE Jm. e ro N Depth In Feet 111 ro N z co 1111111111111 n o 11 P 0 CO 0 0 -CNV• • i -A \••\ a\•\ \•x\.` ' \.V. • A1C 0 R 0 a. it o 1 1 1 1 1 1 1 P m N J N LI \\ \ \ \ \ \ \ \ \ ♦ r \ \ 1•\•\•'•\•\•\•\ l• \•\ ' \ \ \ \ \ of b O.co N N N 1 11 1 1▪ ' 1 1 1 1 1 1 1 1 1 uad Q1 gidaa m'aR. egC 0 o o s• P. U O 1 1 1 1 1 1 arr —r ®0 © El FB SUMMARY LOGS OF EXPLORATORY BORINGS N Depth In Feet 1 1 1 I' P 1 1 1 1 0 REWN iisVM P 0 O 1 1 1 1 1 1 1 1 1 1 food III masa 1 ro N NP O r n P O P O N d s ma G i n N py n n_ ro 0 0 0cm w u ca m 0 Depth In Feet 11 I 1 I I I I 1 1 I I I I 1 I I I 1 I I I 1 I I ro i ▪ H jaatad aaoy E'y P a 8. ▪ 0 g N r N P N N 5 ro 0• o n \ \ \ ' \ ' \ _' ' ' ' ,' ' . ' < < D •• roN N N 11II1I1111f111111111I1111f ad III Aidan gg --r ® El © El am 0 ne 6 ow ge n" r1 a s oM 0o ve 0 p 0 rs vB49I-SD INTERPRETED GEOLOGIC UNITS a u -3C 'TJ '-3 't C7cn5 G9t Wiz° n oNC rwt o r' x �ar.I x o 0LTJ ro tri n r vBtB[—BD '°N clot 3190/039 V LN3LOd 0 0 m m tIPVI nt o by - r� o� o. rw 0 7:1a an ota ro A r 11/04/2083 02:31 6258627 Nov 04 03 Olellp Dlstrtet 1 ROAD AND BRIDGE 970-945-1370„„ „ M- w PAGE 03 p.2 rrce NNNNN l CR —t . r _ r 0 1 ;.1_ ye n O o w 0 4- N A m n, 4t4t 414- t” Z I5 N N py\ - � t W o 1 N Ig 1 IE ✓ O O r 0 v i-21 apo oasIAJDg TOTAL P.02 A VS881-21 apow o15Wo9 2 OQ cn O 0 7 7- 0 O o3 O_CD O N 0 a O 15 s s 1: SNOIIVA313 HOI 31X3 VS991—?J apo o}s!AJog r F. 0 T a -o. 1111111111 111111111 0Q N (7). 0 0 (--)S 0_CD O 0 0 0 0 g A Ig SNOI1VA313 a01a31X3 VS991-13 apo o1sIAJDe NOI1VA313 end -10 i/4' • acr Nm z0 o T 0 00 CO o 0 - 0 0 0 o o U' 0 a 0 A SNOIPM313 80Ie131X3 VS221-21 lapoyy o}sinJog 1 0 16'-10 3/C OCC s� 0 0 00 4 16' 10 C r-7 4 • IP NV -Id NOIIVONNOd VS891—N lapow DTS JDO A -A 6• cutI n63 osp H 1-4 Ad814 411 A -A 9'-T 8 6 -0 7.-7. `L9-6 3/i 1Y-111/4' I ■ ■ H I g R i 5 M 42g Lin g ono a m O C 0 --a O O Frl w 4 "11 H;08g A is o q h. 9 g g = Is 2 v !?; FOUNDATION & PROW DETAILS V5881-21 apo DISIAJD8 e Es4g RC 1$ €i glg0 to RS a gMtg i PIE Fro 1 1 a r 4 e Sit 0 7 < u). 0 � T 0 oB 0 co 0 0 0 Ig as iQ R 311'9111E0S AMC vg881-21 lapow olsIAJo9 0 .< F Q -1,35110 :21 OOP undri 241, ;' ;:q11md: P q�6i9 ''r �1 aQ isaa2g / :d prit :0;1‘ F. /r di IWO g MI Se R IA 0 O p -- 0 0 CD O (77 1 0 a 0 Ig K AlddlS 831VM HS383 VS99L-a lapory ols!ADEI 0 O 0 0 c. CO 0 0o 0 CI) 0 0 0 Neil§ O O I a Jo 0 x m 0 C 0 ti VS881-21 lapow O SIAJDE 0 0 0 0 z co D A D O 0 0 m D z m < D D O 0 m A OD CO cn D 0 W0 co cn 7 o m 0 e N 0 0 n Gfa grn _ s 72.80 GLASS SLIDING 000? S&& & 6&2: 4444444 !,5, $0 666: a 6 6 a o 6 0 6S&&a 6& 6 6& 6 i ae, a E 6 u i i 4 3 S6n3 Double Hung 36 x SO Double Hung 26,6 Y 6 u5 - '' k S o WINDOW/DOOR SCHEDULE 9-' CIRCUIT INFORMATION L- _ DRAWING INDEX Q £ w i_ i n c ILIG/11 ROC.TroNS 3 IWNLLUYON _I g £ c � pYn SCHEMMIIC n 3 f1ECTRSµ IAN o 6 a c 6 ° F 5g P d Fg X GENERAL 4VD REGIPCM NOTES A A a X 6 4H 8 k tl 6 6 72.80 GLASS SLIDING 000? S&& & 6&2: 4444444 !,5, $0 666: a 6 6 a o 6 0 6S&&a 6& 6 6& 6 i ae, a E 6 u i i 4 3 S6n3 Double Hung 36 x SO Double Hung 26,6 Y 6 u5 - '' k S o WINDOW/DOOR SCHEDULE 9-' CIRCUIT INFORMATION .,a m = gh 9 i ? Ma n O n Y - - .3 7 o£ _ F 0 t S £ sE '1E 0 4 2 O 0 JO D : £ 2_ n oA b n w Q obp 0cc ' _,Iii. o; ^> -, S R of °' Lq ,,; if Rg o n 9 = e ®sce- .R� o s ' _ a - !, C" y GROUND -NL' NIGHW ECbFIXlj)l €. a -k ELECTRICAL LEGEND 4- 9-' CIRCUIT INFORMATION .,a m = gh 9 i ? Ma n O n Y - - .3 7 o£ _ F 0 t S £ sE '1E 0 4 2 0 _ C h c, £ 'c � 6Z 7 3 o' o i- 4£- o o C n V - E£ m a - J o - £ E 6£ n o�� g n$' o N" 6 £££ o 0 i . 0 g 3 ^ 'o d N„ F£ c. o o o -2; F P_ c m O 0 JO D : £ 2_ n oA b n w Q obp 0cc ' _,Iii. o; ^> -, S R of °' Lq ,,; if Rg o n 9 = e ®sce- .R� o s ' _ a - !, C" y GROUND -NL' NIGHW ECbFIXlj)l €. a -k ELECTRICAL LEGEND 4- 9-' .,a m = gh 9 i x _ n O n Y i' a% ;. £N lj s o -O pi r Z nU1O D Pl- < r 2 1-9 r C 23 (no v O -to D AO in mruJ U mm arm O r*1 YON E0 1! SHANENDOAH BUILDERS ENGINEERS PLANNERS SURVEYORS ..a QM mmi MAT MEM omna.m mm PBOR iY1651z, FY 309-4.51-656? BARVISTA HOMES 1-1 y ctNL„A Coloreds DATE 4111 a iE 6i a ctsc i + R 1 E 4 4 1 as =! 0. zI .1 4 ?lii8 9aa� 4 a E I 1"2."7,14 i i dh8 'II .idea ii ! a � a .1 d 666141 aEr C gg P 9 `, i5A 1 F 1101111 4 1 Tem g .e 1 1 a 1 Y4::=2A.o. !,\I r off 41. 4 P 18 49 . 1 If .. 5 u• , 4 n R 414 2g4 SHANENDOAH BUILDERS ENGINEERS PLANNERS SURVEYORS 4Nil IRIS .lam.ana. fl= SIM KOH PROM.3 433-11127 'A ztasm HARVISTA HOMES �=z y (Pain Colorado Ei'Z5— v7 pd7 1 - 1 ln n rn 29' / 14' 6" crir t- • 9Q\ C N m A / 29'", ?� 4m�t0' oril Filon / 7.1 SHANENDOAH BUILDERS ENGINEERS PLANNERS SURVEYORS 4.0[• ERE mem MIT WIDIA MARCO MOM MOIR am- .a -ager .1! mo -ca -cave BARVISTA HOMES wa • REVISION Colorado SH V130 ON INV r; g } t ■ NMOOIOH NOLLVONOOA 31n03HJS NMOO1OH LI SHANENDOAH ENGINEERS PIANNERV BUILDERS QRS 4.11511 MM. MIST PIICS. COLORADO 006211 PROM 30:1-4.35-6121 VAX 203-4.11-63e2 _ma HOMES ( , Lalonde GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 Phone (303) 9454212 INDIVIDUAL SEWAGE DISPOSAL PERMIT PROPERTY Owner's Name System Location tib t I'»r Present Address Legal Description of Assessor's Parcel No SYSTEM DESIGN /:1-50 �s Permit N= 391' Assessor's Parcel No. This does not constitute a building or use permit. Phonq / / O v / Y° -eDJ)/ kl me5 �� L V l J' C 12�Qi� Septic Tank Capacity (gallon) Other Percolation Rate (minutes/inch) Number of Bedrooms (or other) Required Absorption Area - See Attached Special Setback Requirements: Date 6 /Q -/1v y $$6d 3//'de get 3y,6 Inspector FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System Installer l47 6Q li '641 Septic Tank Capacity OO 'en/ Septic Tank Manufacturer or Trade Name (Le Septic Tank Access within 8" of surface Absorption Area ,, ]`�- //-r Absorption Area Type and/or Manufacturer or Trade Name -19 410.---t 61-0 • Adequate compliance with County and State regulations/requirements Other -_// / Date [� - / 7 _01 "/ Inspector ('\:/ �,C'v f — 45- 's. .cLp I" .B 45, '1 o1/ RETAIN WITH RECEIPT RECORDS AT CONSTRU ION 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 office 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 matenal variation from the terms or specifications contained in the application of permit commits a Class I, Petty Offense ($500.00 fine — 6 months in jail or both). A , y Nir No Qos / Job Addr:ss Owne Contractor Assessor's Parcel No.rc1B'g-333-b Loi s LLI 4r,95. • ll t, 1 Date 0 ' RIOT CARD �r s/ Address Address L-1--13 -0+ Setb,�ncks: Front �( 1— _ ,Rear �p� F RH LH 1 1 1 k ®11 Lt i Y .. ( ` TFSPECTIONS Soils Test Footing 5-/f- oval- Foundation S /t -ova¢ - Foundation .5--2-V-(149 Grout Underground Plumbing (9 -t-OeineE Rough Plumbing Framing Insulation Roofing Drywall Gas Piping C mass N¢t.cQ -ate 13 z z.-7 F-13.-855, NOTES 5p ,a./ aii s=Y hon Phon Zoning Weatherproofing Mechanical Electrical Rough (State) Electrical Final tate) Final - hecklist Completed21/ - Certificate Occupancy # Date Septic System # 3917 Date 4-/3•oy Final (C-17 -04.V74— Other (continue on back) INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR ALL INSPECTIONS MANUFACTURED HOME BUILDING PERMIT GARFIELD COUNTY, COLORADO 7 Date Issued. d.. C I .Zoned Area Permit No. b5 • AGREEMENT In consideration of the issuance of this permit the applicant hereby agrees to comply with all laws and regulations related to zoning, location, construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regnikdoas are not fall 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 Official and IMMEDIATELY BECOMES NULL AND VOID. Use MAN -%/ ' INSPECTION RECORD r '" Footing :S_ it .o cow Foundation or Blocking : 2(+_044 Driveway : � Rough Plumbing Pt"'"6-3!' Gas Piping : 55 Pgoralir and_ g -3o- Electrical Final : (by State Inspector) ✓ Septic Final : (p—/ 7—ecl Final : zy -c N Notes: Saswtoad //0 bs Serial 1 of Uatt ../8! /2''S-,1 ,111 APPROVED Date THIS PERMIT IS NOT TRANSFERABLE 108 8th Street, State 201. County Courthouse Plaza / DO NOT DESTROY THIS CARD 13/a Glenwood Springs,Colorado By (IF PLACED OUTSIDE, COVER WITH CLEAR PLASTIC)