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Home My WebLink AboutApplication- PermitGarfield County Building & Sanitation Department 108 8`h Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 Job Address Orgy IGD Nature of Work Building Permit Use of Building Owner Contractor NO. -la-2 in Ai eitibg--- 9121-6(13 - 07 -lick Po eito Amount of Permit $ T GARFIELD COUNTY BUILDING PERMIT APPLICATION O 1 fj C5 ` ��Jo� ,�/ 1 �� 108 MI Streit, Sate 701, Glenwood wood Springs, 0081301 I Phone: 9704/8.82121 Fn: 9704840470 / kndkn p. LMe: 97O70NO0t ' � ky' Penns No. � y°r Poral / Schedule No: 216104307008 (_ p(� $t[o'oy A`lhEE6(N'f PERMISSION IS HEREBY GRANTED TO TIE APPLICANT AS OWNER, CONTRACTOR ANDIOR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICAHME SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSUANCE OF TIE PERNIT, THE SIGNER, HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY CARFIELO COUNTY PURSUANT TO AU THOFUTY GIVEN N 30.28.201 CRS AS AMENDED. ME SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH N THE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAYBE REVOKED BY NOTICE FROM TIE COUNTY AND THAT THEN AND THERE rt SHALL BECOME NULL MD VOID. THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DMA SHALL NOT PREVENT THE BULDNO OFFICIAL FROM THEREAFTER REOUWNG THE CORRECTION OF ERRORS M SAID PUNS, SPECIFICATIONS AND OTHER DMA OR F8O11 PREVENTING BUILDING OPERATION BEING CARRED ON THEREUNDER WHEN N VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF TIPS JURISDICTION. THE REVEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBSJTIES OR LWBIUTIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPAN- CES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WTH THE ARCHITECT, DESIGNER BUILDER, AND OWNER. COMMENTS INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF TIE OWNERS INTEREST. I HEREBY ACKNOWLEDGE THAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL (-51A-4-lob / of k4? -SD Nal 13 Job Address: LOT 8 - RAPIDS VIEW LANE - THE R APIDS ON THE COLORADO SUBDIVISION - NEW CASTLE 1 Lot No. 8 Mem Na N/A Wbahrb: The Rigida an the Colorado 2 comm Rapids Development C,QNrallon Maw: 2102 Wert Arapahoe Drive Llttkt0n. C0 80120-3008 Pb, 303-798.1610 Wb Pb: 303-798-1640 3 CIC Rapids Development Cnrnoratlon Mares 2102 West Arapahoe Drive JJnktm. CO 80120-3008 ph. 303498-1640 Lea No. owe 4 AwbeM / Earner Mountain Cron Realm/wino Inc Mem: 82612 Grand Avenue Glenwood SautaII. CO 81601 Pb 970-9454544 urine No. 35964 5 Bq. Ft of Baldly: LAW Acv 1801 Or 723 Sq, le. d Lm: 2.00 Acres HMS: 1alagyeen Feel Number d Floor: One 6 use sumac Single Family Residence - Subject To Declaration of Protectve No. 511356 in Book 1032 at Pave 131 of the R ads of ChBanrder Covenants Recorded 09/09/1997 n Reception q( Cnl rads 7 Dosage Hods New Com[roNE°Ce •314mo I - ,,,y,,. _ Ordek liar Tcb`q I 6 Clan of Weal 71X New 0 Addition 0 Atlmden 0 Rama Mow 0 Orate 0 Mat). XX Three Car Garage 0 D0abk Com' She0e 0 Double 0 10 Drtw••/ Perms: Exempt - Letter Attached Oo Site Swage Dbpsel (Septic) - ISDS Application Attached She Rea Surveyor Plan attached 11 venation or weds $164,955 Including ISDS vMuMlm $ /SS; !• til) Attuned V31.4 etwittanancenesc.e_. 2e9 ninie . A SEPARATE STATE THIS AUTHORIZED TION ANY 1 CERTIFY THE THIS HEREIN AUTHORITY OR LOCAL cONSTRGCTI0N. Ra // ELECTRICAL PERMIT ISREWIRED OF COLORADO. PERMIT BECOMES MALL AMD VOID B NOT COMMENCED VAI OR WORK IS SUSPENDED OR ABANDONED THEER AFTWORK IS COMMENCED. THAT I HAVE READ AND EXAMINED SAME TO BE TRUE AND CORRECT. TYPE OF WORK WILL BE COMPLETED OR NOT. THE GRANTING OF TO VIOLATE OR CANCEL LAW REOULATINO CONSTRUCTION est - potation •s D1. AND MIST BE ISSUED BY THE IF WORK OR CONSTRUCTION N 180 DAYS, Of, W CONSTRUC• FOR A PERIOD OF 180 DAYS AT THIS APPLICATI011 AND KNOW Pe mA eR / 307. -s- «•4 7 78 Tad Fe: 727 .''2J Date Permit Doted: 7jfiner K• yk` Agricultural / Industrial Sabrke. Pana 50 Feet Oda 25 Feet 25 Fed ALL PROVISION OF LAWS GOVERN EIG WITHIN WHETHER SPECIFIED A PERMIT DOES NOT PRESME TO GIVE THE PROVISIONS OF ANY OTHER STATE OR THE PERFORMANCE OF Jul 1 , 2004 Mm Home: ilIFF ti ad Fe ( 5.0 a 9 Not Applicable . /L„Ftresldent - Olitif!, 44./1 sir / , Bldg Dept .• .; or ,. 1 ..... Approv • , _ . $t[o'oy A`lhEE6(N'f PERMISSION IS HEREBY GRANTED TO TIE APPLICANT AS OWNER, CONTRACTOR ANDIOR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICAHME SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSUANCE OF TIE PERNIT, THE SIGNER, HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY CARFIELO COUNTY PURSUANT TO AU THOFUTY GIVEN N 30.28.201 CRS AS AMENDED. ME SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH N THE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAYBE REVOKED BY NOTICE FROM TIE COUNTY AND THAT THEN AND THERE rt SHALL BECOME NULL MD VOID. THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DMA SHALL NOT PREVENT THE BULDNO OFFICIAL FROM THEREAFTER REOUWNG THE CORRECTION OF ERRORS M SAID PUNS, SPECIFICATIONS AND OTHER DMA OR F8O11 PREVENTING BUILDING OPERATION BEING CARRED ON THEREUNDER WHEN N VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF TIPS JURISDICTION. THE REVEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBSJTIES OR LWBIUTIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPAN- CES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WTH THE ARCHITECT, DESIGNER BUILDER, AND OWNER. COMMENTS INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF TIE OWNERS INTEREST. I HEREBY ACKNOWLEDGE THAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL (-51A-4-lob / of k4? -SD Nal 13 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; 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, 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 # 9,Q 38' . Signatul //alfddi Date 0 Bpcont03/2004 VALUATION/FEE DETERMINATION Applicant 19 1. c(s DRVebv , Cote, Address D( *I) Rey icls V+pwLet . Date Silo/ tf Finished (Livable Area): Main iid� Upper Lower Other '1 Total Square Feet Valuation Basement: Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Crawl Space: Valuation Valuation 1 ScO t cI Decks/Patios: Covered Valuation Open Valuation los t 24 Total Valuation Subdivision *FA Os Se Coktetde Lot/Block Lot Contractor O �r. 0,:oo 13 0)4) /(r, 200 2520 15593a) , / goo sic GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS for SINGLE FAMILY DWELLING CONSTRUCTION including NEW CONSTRUCTION ADDITIONS ALTERATIONS and MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. 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. 1 Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line. 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. 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, an 80 M.P.H. windshear, wind exposure B, windload of 15 pounds per square foot, and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 1997 UBC, UMC and 1997 UPC. 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each corner of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. NOTE: 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 also include any other buildings on the property, setback easements and utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying for a building permit on is located on a comer lot. Special setbacks do apply. Yes 3. Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? Yes (x 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes/ Y- 2 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? 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 X 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces's 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 iC 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 X 11. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes 12. Does the plan indicate the height of the building or proposed addition from the highest point of the building or addition measured at mid span between the ridge and the eave down to existing (undisturbed) grade contours? Yes X 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 1I EPA certification? Yes No X 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code Chapter 37? Yes No NIT v 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 Uniform Building Code? Yes X 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 X No 18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes X 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 responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? The building permit application will not be accepted without it. Yes No 21. Will this be the 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 V 23. Do you understand that the minimum dimensions a home can be on a lot is 20ft.wide and 20ft. long? Yes No 24. Have you designed or had this plan designed while considering building and other construction code requirements? Yes bcNo 25. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yep/ oC 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? Yep/ DC No 27. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yev Qt 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/ OC No 29. 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. Inspections are to be called in to 384-5003. Yes / V No 30. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $47.00 re-inpsection fee? Yes/ b( No 31. 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 of the building? Yes/ I( No 32. 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 Code? Yes,/ I( No 33. Are you aware as part of the submittal for a building permit you are required to show proof of a driveway access permit from Garfield County Road & Bridge Department or if applicable the State Highway Department ? Ifa permit is not necessary, then a letter stating that information is required. You can contact the Garfield County Road & Bridge 5 Department at 625-8601 or refer to the phone book for the State Highway Departments phone number. Yes/ b No 34. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required at time 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/Schedule Number for the lot you are applying for this permit on prior to submittal of a building,permit application? Your attention in this is appreciated. Yes No 36. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes No (please check with the building department about this requirement) 37. Are you aware, that if you receive your water and/or sewer from an Association, District, or Municipality you will be required to provide the County with a copy of the Tap Permit (or evidence of an exemption) at the time of the building permit application submittal? Yes No N/A 38. If you are within five (5) miles of the City of Rifle or the Town of Parachute, have you checked with them concerning water shed protection zone permit requirements for ISDS and other activities? Yes No N/A I hereby acknowledge that I have read, understand and answered these questions to the best of my ility. Date 7 Po/at Phone. -To3— 79f—a02 (days); 3493-7?f'/GK (evenings) Oa• 7 "-c C��o/z efla Project Name: Lp 6 t' Yr Project Address: s/ /or/7i..0 S i izrze.) 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 6 HEPWORTH -PAWLAK GEOTECHNICAL March 31, 2003 Rapids Development Corporation Attn: Gene Hilton 2102 West Arapahoe Drive Littleton, Colorado 80120-3008 Hepworth-Pawlak Geotechnical, Inc. 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 970-945-7988 Fax: 970-945-8454 email: hpgec®hpgeotech.com Job No. 103 198 Subject: Subsoil Study for Foundation Design, Proposed Residence, Lot 8, The Rapids on the Colorado, County Road 335, Garfield County. Colorado. Dear Mr. Hilton: As requested, Hepworth-Pawlalc Geotechnical, Inc. performed a subsoil study for design of foundations at the subject site. The study was conducted in accordance with our agreement for geotechnical engineering services to Rapids Development Corporation dated March 5, 2003. The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered are presented in this report. Hepworth-Pawlak Geotechnical, Inc. previously conducted percolation testing for the subdivision development and presented our findings in reports dated May 12, 1995 and August 8, 1996, Job No. 195 217. Proposed Construction: The proposed residence will be a one or two story wood frame structure located in the area of the pits shown on Figure 1. Ground floor will be either structural over a crawlspace or slab -on -grade. Cut depths are expected to range between about 3 to 4 feet. Foundation loadings for this type of construction are assumed to be relatively light and typical of the proposed type of construction. If building conditions or foundation loadings are significantly different from those described above, we should be notified to re-evaluate the recommendations presented in this report. Site Conditions: The site was vacant at the time of our field exploration. The ground surface in the building envelope is relatively flat with a gentle slope down to the northwest. There is about 2 feet of elevation difference across the building envelope. A steep fill slope had been constructed on the north-northwest side of the building envelope. The Colorado River is located about 130 feet to the north-northwest and about 10 feet lower in elevation. Vegetation consists of sparse grass and weeds. Subsurface Conditions: The subsurface conditions at the site were evaluated by excavating two exploratory pits at the approximate locations shown on Figure 1. The logs of the pits are presented on Figure 2. The subsoils encountered, below about 1 to Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverthome 970.468.1989 Rapids Development Company March 31, 2003 Page 2 -2- 11 feet of topsoil and 2 to 41/2 feet of medium stiff silt and sand consist of relatively dense, slightly silty sandy gravel with cobbles and boulders. Very hard siltstone/sandstone was encountered beneath the gravels in Pit 2 at a depth of 51 feet. Results of swell -consolidation testing performed on a relatively undisturbed sample of the silt and sand, presented on Figure 3, indicate low compressibility under existing moisture conditions and Tight loading and a low collapse potential (settlement under constant load) when wetted. The sample showed high compressibility upon increased loading after wetting. The laboratory testing is summarized on Table 1. No free water was observed in the pits at the time of excavation and the soils were slightly moist to moist. The bedrock was relatively dry. Foundation Recommendations: Considering the subsoil conditions encountered in the exploratory pits and the nature of the proposed construction, we recommend spread footings placed on the undisturbed natural soils desiened for an allowable soil bearing pressure of 1,000 psf for support of the proposed residence. The upper fine grained soils tend to compress after wetting and there could be some post -construction settlement if the bearing soils become wetted. Footings bearing entirely on the underlying dense gravels can be designed for an allowable soil bearing pressure of 3,000 psf. Footings should be a minimum width of 18 inches for continuous walls and 2 feet for columns. The topsoil and loose disturbed soils encountered at the foundation bearing level within the excavation should be removed and the footing bearing level extended down to the undisturbed natural soils. Voids created by the removal of large rocks should be backfilled with compacted sand and gravel or with concrete. Exterior footings should be provided with adequate cover above their bearing elevations for frost protection. Placement of footings at least 36 inches below the exterior grade is typically used in this area. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 12 feet. Foundation walls acting as retaining structures should be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at Least 50 pcf for the on-site soil as backfill. Floor Slabs: The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab -on -grade construction. The upper fine grained soils are compressible when wetted under Load. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A minimum 4 inch layer of sand and gravel, such as 3/4 -inch road base. should be placed beneath slabs -on -grade for subgrade support. This material Job # 103 198 Rapids Development Company March 31, 2003 Page 3 -3- should consist of minus 2 inch aggregate with less than 50% passing the No. 4 sieve and less than 12% passing the No. 200 sieve. All fill materials for support of floor slabs should be compacted to at least 95% of maximum standard Proctor density at a moisture content near optimum. Required fill cart consist of the on-site soils devoid of vegetation, topsoil and oversized rock. Surface Drainage: The following drainage precautions should be observed during construction and maintained at all tunes after the residence has been completed: 1) Inundation of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. 3) The ground surface surrounding the exterior of the building shoulc he sloped to drain away from the foundation in all directions. We recommend a minimum slope of 6 inches in the first 10 feet in ur. dved areas and a minimum slope of 3 inches in the first 10 feet in pavement and walkway areas. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. 5) Landscaping which requires regular heavy irrigation should be located at least 5 feet from foundation walls. Limitations: This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We snake no warranty either express or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory pits excavated at the locations indicated on Figure 1 and to the depths shown on Figure 2. the proposed type of construction, and our experience in the area. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory pits and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report, we should be notified at once so re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the Job 103 198 Ge&ecin Rapids Development Company • March 31, 2003 Page 4 -4- project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recommendations presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical engineer. If you have any questions or if we may be of further assistance, please Iet us know. Respectfully Submitted, HEPWORTH - PAWLAK GEOTECHNICAL, INC. Jordy Z. Adamson, Jr., P.E. Reviewed by: Steven L, Pawlak, P.E. JZA/ksw attachments Figure 1 - Location of Exploratory Pits Figure 2 - Logs of Exploratory Pits Figure 3 - Swell -Consolidation Test Results Table 1 - Summary of Laboratory Test Results Job # 103 193 C.. -VS -tech APPROXIMATE SCALE 1,-50 LOT 7 LOT 28 2 COLORADO RIVER LOT 8 BUILDING ENVELOPE PIT t • \ss� ■ PIT 2 -5490-- \5498 i ,1 RAPIDS VIEW ROAD 1 J 1 1 1 1 1 OPEN SPACE NOTE: CONTOURS SHOWN ARE PRIOR TO SITE GRADING FOR SUBDIVISION DEVELOPMENT PROPERTY LINE LOT 9 103 198 HEP WORTH—LOCATION OF EXPLORATORY PITS GEOTECHNICALAL,, INC.INC Figure 1 40 e 1 6 0 r-- 0 5 10 LEGEND: N PIT 1 t-2.3 eons S3 PIT 2 TOPSOIL; silt and sand, organics, moist, dark brown. 110061 DD*12 SILT AND SAND (ML—SM); slightly clayey, loose, moist, Tight brown. GRAVEL. COBBLES AND BOULDERS (GP—GM); sandy, slightly silty, dense, moist, light brown, subrounded to rounded rock. SILTSTONE/SANDSTONE BEDROCK; very hard, relatively dry, gray. I2" Diameter hand driven liner sample. NOTES: 0 5 10 _. 1. Exploratory pits were excavated on March 21, 2003 with a backhoe. 2. Locations of exploratory pits were measured approximately by pacing from features shown on the site plan provided. 3. Elevations of exploratory pits were not measured and logs of exploratory pits are drawn to depth. 4. The exploratory pit locations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory pit logs represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was encountered in the pits at the time of excavating. Fluctuations In water level may occur with time. 7. Laboratory Testing Results: WC = Water Content ( % ) DD = Dry Density ( pcf ) —200 = Percent passing No. 200 sieve 103 198 HEPWORTH—PAWLAK GEOTECHNICAL, INC. LOGS OF EXPLORATORY PITS Figure 2 Compression % to m V Q/ f71 A W N - O Moisture Content = 18.1 percent Dry Density = 82 pef Sample of: Slightly Clayey Sandy Slit From: Lot 8. Pit 2 at 3 Feet Compression wetting O 0.1 1.0 10 100 APPLIED PRESSURE — kaf 103 198 HEPWORTH—PAWLAK GEOTECHNICAL, INC. SWELL CONSOLIDATION TEST RESULTS Figure 3 JOB NO. 103198 U Z — V) J J a cn w °C 2 1- Wcn 1- O w o ca Lu CO CCCC 5 15 2 J m 15 J a 0- 0 O 0. W 2 SUMMARY OF SOIL OR BEDROCK TYPE silty sand N slightly clayey sandy silt II UNCONFINED COMPRESSIVE STRENGTH (PSF) ATTERBERO LIMITS G d� 0 ;kx j J PERCENT PASSING NO. 200 SIEVE M M � 9r a v x 4 1.1 ul V a m H 2 0 95 NI co NATURAL MOISTURE CONTENT (%) M N co SAMPLE LOCATION 1 _ _N 0 = N M G. N Rapids On The Colorado Homeowners Association 2102 West Arapahoe Drive Littleton, CO 80120-3008 303-798-1640 July 9, 2004 Building and Planning Department - Garfield County Suite 201 108 Eighth Street Glenwood Springs, CO 81601 RE: Building Permit Requirement - Tap — Rapids on the Colorado Lot 8 Notice To: Building Inspector In accordance with building permit requirements, this notice is to advise you that the Rapids on the Colorado Home Owners Association will provide a water tap and water service to the following lot: Lot 8 — Rapids on the Colorado subdivision. Thank you for your assistance. Very t ly yours, Geff�R. Hlltbn, rrresidennt Rapids On the Colorado Homeowners Association 07/12/2000 02:23 6258627 ROAD AND BRIDGE Garfield County Garfield County Road and Bridge Department July 12, 2004 Gene Hilton 2102 West Arapahoe Drive Litticton, CO 80120-3008 Re: The Rapids on the Colorado Lots 1 through 33 CC Garfield County Building and Planning Department Dear Mr. Hilton The property you own is beyond the county road in a private subdivision; therefore, you do not need a driveway permit from Garfield County any of the above mentioned lots. If you have any questions or problems, please feel free to contact me. airi'ayhco Mall District Foreman Garfield County Road and Bridge Department P.O. Da 426 0567 Casty bud 382 a CO 61660 nom 9706264601 Fa 970625.0627 PLAN REVIEW CHECKLIS Applicant 40119JSLAA. 40,4 ,44, Date - / Building Planning/Zoning ✓ Engineered Foundation Property Line Setbacks %%ADriveway Permit 30ft Stream Setbacks [/Surveyed Site Plan Flood Plain 4/Septic Permit and Setbacks] t Zd0 kq- Building Height ✓Grade/Topography 30% PPub, 44) AO Attach Residential Plan Review List ,/inimum Application Questionnaire t ....--Scbdivision Plat Notes tJ 4 Fire Department Review Valuation Determination/Fees Zoning Sign -off Road Impact Fees OA/DRC Approval Grade/Topography 40% Planning Issues Subdivision Plat Notes Red Line Plans/Stamps/Sticker ✓ AttacQ h Conditions T41 . sFc ,--Ap�plication Signed ✓ Plan Reviewer To Sign Application •J. WaterWand Sewer ✓Parcel/Schedule No. 40# Snowload Letter- Manf. Hms. GENERAL NOTES: IMPROITMOT LOCATION CILPTITICAIT ti r� 4r. LEGAL DESCRIPTION LOT 8 THE RAPIDS ON THE COLORADO AS AVE DED COUNTY OF GARFIELD STATE OF COLORADO o' 100' 200' ry 300' 4R3' FINISHED FLOOR ELEVATION CERTIFICATION ! certify t finished floor elevation for the house sh this ILC rs 5503. This elevation is based . the used es he flood plain os shown .I the Fina' Rapids on the Colorado subdivision. IMPROVEMENT LOCATION CERTIFICATE 1=68.32' R=1025.00' A=04'56'14" BRG=N 43'19'37" E C L£N=88.30' • R&C FOUND 7 -'1 I HEREBY CERTIFY THAT 771/5 IMPROVEMENT LOCATION CERnFC47E .40l' PREPARED FOR GENE HILTONN, THAT IT 15 NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PUT, ANO THAT IT 15 NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE. BUILDING, OR OTHER FUTURE IMPROVEMENT UNES. I FURTHER CERTIFY THAT ON THIS DATE 9/16/05, THE BOUNDARIES OF THE ENCROACHMENTS UPON ADJOINING PREMISES EVI . OR SIGN PARC it EXCEPT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ENCEPr UTILITY CONNECTIONS, ARE ENTIRELY WITHIN PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO PREMISES BY IMPROVEMENTS ON ANY TED. AND THAT THERE IS NO APPARENT 551NG OR BURDENING ANY PART OF SAID gaT81N 8nlilm C TIC �vvnmvi LX4fl 11/ rata as L. flSW LOl s F�ro.ional Land Bn1,e70r 1� less or, !s mama L9 Lxm It. am; COLORADO nI Ca'a do 427 274 R (970) BIB -7947 DA 7E- 9/16/051 PRO,L RAPIDS-HOUSESd2Cs 0 Oot 20 05 06:57a p.2 View Permit 543630 Requestor Site Electrical and Plumbing Permits Online Company Name: First Name: Last Name: Address: Oty: State: Zlpeode: Phone: Fax: Email Address: License Number: Property Type: Property Owner: Job Site Address: City: State: Zipcode: County: Power: Building Type: Construction Type: Misc Construction: Square Feet: Trim: FLATOPS ELECTRIC STEVEN HISCOCK 3720 CR 214 SILT CO 81652 (970) 876-5520 970-876-5520 8etopsCsopds.net 3344 PRIVATE HILTON 0151 RAPIDS VIEW NEW CASTLE CO GARFIELD HOLY CROSS - GLENWOOD SPRINGS RESIDENTIAL NEW RESIDENTIAL NEW 1800 N Inspections Type Status Inspected Date 07/182005 FINAL ACCEPTED 01!192005 ROUGH IN ACCEPTED StatuslActions Permit Number 543630 Type: ELECTRICAL b tic GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit N- 3 9 8 9 Assessor's Parcel No. 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 Phone (303) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT PROPERTY Owner's Nam System Location DW/ This does not constitute a building or use permit. 3D,3-7/ Present Addres�� • Phone X60 Legal Description of Assessor's Parcel No a/ L J/ S/ 64u ors , /5^'"""'' SYSTEM DESIGN Septic Tank Capacity (gallon) Other Percolation Rate (minutes/inch) Number of Bedrooms (or other) Required Absorption Area - See Attached Special Setback Requirements: Date Inspector FINAL SYSTEM INSPECTION AND APPROVAL (as Installed) Call for Inspection (24 hours notice) Before Covering Installation System Installer Septic Tank Capacity Septic Tank Manufacturer or Trade Name Septic Tank Access within 8" of surface Absorption Area Absorption Area Type and/or Manufacturer or Trade Name Adequate compliance with County and State regulations/requirements Other �/,� �/•1 ®� �/"�J Date 40-80-16 Inspector LXI 4 e� � ti, d� " - i6-3,76 { RETAIN WITH RECEIPT RE/COR 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 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 material variation from the terms or specifications contained In the application of permit commits a Class I. Petty Offense ($500.00 fine — 6 months in )all or both). White - APPLICANT Yellow - DEPARTMENT COUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at 0/8/ )' j Permit No. q2.3 dtez I have this day inspected this structure and these premises and found the following corrections needed: You are hereby notified that the above correction must be inspected before covering. When correctiionn(s) have been made, call for inspection at 970-384-5003. Date )' ! —DS 20A /J Building Inspector r' v�'�!/c�/ -2/" Phone (970) 9454212 No. aa8 Jobess� Dit n Contractor Ar Owner �.- I k • t iii, 'e'sbe ' 6c26Assessor's Parcel Not9a1"n43-117•Ore Date El.— /lio -di ter/".7 UILDING PERMIIT RD r am Inh. deygeSks: ito Soils Test Footing y"leir Oaf 41 -- Foundation j' -Z -Ur! Grout _ �Rgar Underground Plumbin Rough Plumbins Framing " Insulation t—aS- C, Roofing Drywall Gas Piping Address i 1.1. )L1 Address/ ) RH SPECTIONS NOTES LH hone Phone # Zoning /45in Weatherproofing Mechanical Electrical Rough (State) 1-11—Or Electrical Final tate) 1-48%Qs- Final eckli Completed? Certi icate Occupa Date Septic System # Date Final Other (continue on back)