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Home My WebLink AboutApplication- PermitGarfield County h. Building & Sanitation Department 108 86 Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 NO. Job Address ! / i t ) 3 Q (/ Q J 1 v ,`Ikes,, Nature of Work Use of Building Building_Permit01g1- r.)%-�� Contractor Amount of Permit $ (Ran7. 15 Date Clerk S- 16-b4 )6a4 eggeettaidsts gas' 491PRM1fIT EAPPLIC; GARFIELD COUNTY qUILDIN TION Agate - 708 e8, Suet sus 201, Glenwood Springs, CO 11101 Phone: 17044_42i21 F.x9110-8844470 / Inspection Law: 870984-1001 Permit No. CT Parcel l Schedule No: 218104307007 PERMISSION I5 HEREBY GRANTED TO THE APPLICANT ASAWIER, CONTRACTOR AND/0R THE ADEM OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. N CONST ERATIDN OF THE ISSUANCE OF THE PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN W 10.28.201 CRS AS AMENDED. TLE SIGNER FURTHER AGREES THAT IF TLE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LOCATOR. ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIED STRUCTURE, TLE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AID THAT THEN AND THERE IT SHALL BECOME NULL AND VOD. THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT TLE BUILDING OFFICN . FROM THEREAFTER REQUIRING THE CORRECTOR OF ERRORS IN SAID BANS, SPECIFICATIONS AND OTHER DMA OR FROM PREVENTING BUILDING OPERATION BEND CARRIED ON THEREUNDER WHEN IN VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF SUBMITTED PANS AND SPECIFICATIONS AND INSPECTORS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPTNSEl1T1ES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DIBCREPAN- CES. THE RESP IISIBILRY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTOR RESTS SPECIFICALLY MTH THE ARCHITECT, DESIGNER, BUILDER. AND OWNER COMMENTS INTENDED 70 BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. I HEREBY ACKNOWLEDGE THAT I NAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL) fo1`f ekg37;1 g Glnv reap "hoe t CO. (!7o5 Job Address: LOT 7 - RAPIDS VIEW LANE - THE RAPIDS ON THE COLORADO SUBDIVISION - NEW CASTLE B j 0 4 7 1 Lot No. 7 Mad Na N/A IFabmwm.: The Rapids on the Colorado 2 owner Rapids Development Mors 2102 West Arapahoe Drive Littleton. CO 80120-3008 Pk 301798-1640 w - Pe: 301798-1640 3 tirdon Rapich Development Cornoratkn Addrn: 2102 Wert Arapahoe Drive 1,IWatoa_ CO 80I 204008 pt 303-795-164o Leese Na Owner 4 Anidoen 1 Emdenr. Mountain Crass Fnetnnedno_ Inc Address: 8261/2 Grand Avenue Glenwood $orinoe CO S160L • ph; 970-523-1555 License ism 35964 8 Sq. Pt of Balding; Ling Area 1786 Gar 758 Sq, ft of Lot: 2.11 Acres Height: _Nineteen Peet Nether ef Flans: One 8 un of Belding: Single Family Residence - Subject To Declaration of Protective Covenants Recorded 09/09/1997 as Reception No.113156 In Book 1032 at Pace_ anh. o(Ckrh of GarOeld Conal Cakndo. 7 .�d. Defib Wok New Coodtrnctlon "_ O r / i+ _. _ 1 8 CV dost 7(7( Nsw 0 AYaestbm Rene Addme. 0 Mne 9 Cangn 0 as. XX Three Car Garage 0 DnSe Cwt: Sloth ❑ Dade 0 10 DinowaY remit: Exempt - Letter Attached O. SAe Sewage Disposal Repos) Ete Pla. Surveyor Plan attached jI - RSDS Application Attached 11 Vdunia of Work $165,000 Including 18D$ �� / 02 , Adjusted %tee S _ J R. �, f.y sato? ion/ lP • / ell -an .7r —fACKe4 @ r / Q'Jcs-//492€ AV �2'e�jpa�J NOTICE A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE Pae Check Fn: B4 7e 7 8 Permit Fac g/ / 3 o 7.35 STATE OF COLORADO. THIS PERMIT BECOMES NULL AND VOID F WORK OR CONSTRUCTION AU ORQED IS NOT COMMENCED WITHIN 180 DAYS, OR, F CONSTRUE TION Total Fn: �� . /� Dae Perna Isar OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TME AFTER WORN IS COInNCED. TIME Q� R J p- `.I K (i( Pe- �lite- 1 CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SATE TO BE TRUE AND CORRECT. ALL PROVlSIa l OF LAWS GOVERNING Aerie: Agriarltunl / industrial THIS TYPE OF WORN WILL BE COMPLETED WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL TIE PROVISIONS OF ANY OTHER STATE Setbacks: Prov snarl Side ' 25 Feet Rea- 25 F OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF Mau Hon: CONSTR TION. Not Applicable Ra.,.� ._ (Iop�ant . ...-.on st.RIgpld l .2' 15, 2004 ilt �yy / " .i, Sir/ 't �,-'i %� BIdg Dapr /WPM v ,. I ��'App.ov. •. ' — i/ PERMISSION I5 HEREBY GRANTED TO THE APPLICANT ASAWIER, CONTRACTOR AND/0R THE ADEM OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. N CONST ERATIDN OF THE ISSUANCE OF THE PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN W 10.28.201 CRS AS AMENDED. TLE SIGNER FURTHER AGREES THAT IF TLE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LOCATOR. ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIED STRUCTURE, TLE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AID THAT THEN AND THERE IT SHALL BECOME NULL AND VOD. THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT TLE BUILDING OFFICN . FROM THEREAFTER REQUIRING THE CORRECTOR OF ERRORS IN SAID BANS, SPECIFICATIONS AND OTHER DMA OR FROM PREVENTING BUILDING OPERATION BEND CARRIED ON THEREUNDER WHEN IN VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF SUBMITTED PANS AND SPECIFICATIONS AND INSPECTORS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPTNSEl1T1ES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DIBCREPAN- CES. THE RESP IISIBILRY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTOR RESTS SPECIFICALLY MTH THE ARCHITECT, DESIGNER, BUILDER. AND OWNER COMMENTS INTENDED 70 BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. I HEREBY ACKNOWLEDGE THAT I NAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL) fo1`f ekg37;1 g Glnv reap "hoe t CO. (!7o5 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 occupancx,,use and the issuance of a Certificate of Occupancy -r the dwelling under building permit # (-12 37 . /0097, `e Signa Bpcont03/2004 Date VALUATION/FEE DETERMINATION Applicant, Rya, heve'arc co r. Subdivision Rctp1ds on At Coloro.d0 Address 0(53 1," Una) Cietfrk Lot/Block Co t `7 Date 4!)-r Contractor pW, Finished (Livable 1 - e iDj 7+ l (tQ /23 2 3 Main Upper Lower Other Total Square Feet Valuation Basement: Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Crawl Space: Valuation 755 X "8 Valuation ) 7 4, y C Decks/Patios: Covered Valuation Open Valuation 233 ', /2 Total Valuation 136 9 J4, 074i 2 74. 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. 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 kic 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 b( 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 %c 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes ok 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 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 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes DC 10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes D� 11. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes {X 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 pq 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 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code Chapter 37? Yes csc No 3 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 11. No 16. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes 01. 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 a No 18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes g( 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 K. No 21. Will this be the only residential structure on the parcel? Yes Y No If no -Explain: 22. Have two (2) complete sets of construction drawings been submitted with the application? Yes eC 23. Do you understand that the minimum dimensions a home can be on a lot is 20ft.wide and 20ft. long? Yes k No 24. Have you designed or had this plan designed while considering building and other construction code requirements? Yes No 4 25. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes x 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 ck No 27. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes V\ 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 D` 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 'X( 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 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 Occuparky 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 be given for an Agent and that the party responsible for the project must comply with the Uniform Building Code? Yes C 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 ? If a 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 t< 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 K 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 DC No N/A I hereby acknowledge that I have read, understand and answered these questions to the best of ppy abili Signature of Owner Phone: 30,3—?7f- /6 VO (days); Date 303 --79 g-/6 i«D (evenings) Project Name: /D 5 v i!/ Hifi " o -o? 0 // Project AddresstilL 7 /&$"/OS f /' ��% �✓911/r 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 Geotech HEPWORTH - PAWLAK GEOTECHNICAL March 31. 2003 Rapids Development Corporation Attn: Gene Hilton 2102 West Arapahoe Drive Littleton, Colorado 30120-3008 Hepworth-Pawlak Geotechnical, Inc 5020 Couny Road 154 Glenwood Springs, Colorado 81601 Phone: 970-945-7988 Fax: 970-945-8454 email•. hpgeo®hpgeotech.com Job No. 103 198 Subject: Subsoil Study for Foundation Design, Proposed Residence, Lot 7, The Rapids on the Colorado, County Road 335, Garfield County. Colorado. Dear Mr. Hilton: As requested. Hepworth-Pawlak 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 building envelope. The Colorado River is located about 125 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 l/ to Parker 303-841.7119 • Colorado Springs 719-633-5562 • Silverthome 970.468-1989 Rapids Development Corporation March 31, 2003 Page 2 -2- 11 feet of topsoil and 3 feet of medium stiff silt and sand in Pit 1, consist of relatively dense, slightly silty sandy gravel with cobbles and boulders to the pit depths of 3 to 4 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 light loading and a low collapse potential (settlement under constant load) when wetted. The sample showed high compressibility upon increased loading after wetting. No free water was observed in the pits at the time of excavation and the soils were slightly moist to moist. 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 designed 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 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. Job # 103 198 Rapids Development Corporation March 31, 2003 Page 3 -3- All fill materials for support of floor slabs should be compacted to at least 95% of maximum standard Proctor density at a moisture content near optimum. Required fill can consist of the on-site soils devoid of vegetation, topsoil and oversized rock. Surface Drainage: The following drainage precautions should be observed during construction and maintained at all times 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 should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 6 inches in the first 10 feet in unpaved 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 at least 5 feet from foundation walls. Limitations: This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either express or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the 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 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 Job # 103 198 • i2apids Development Corporation ' March 31, 2003 Page 4 -4- 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 let us know. Respectfully Submitted, HEPWORTH - PAWLAK GEOTECHNICAL, INC. Jordy Z. 4.dmson, Jr., P. Reviewed by: Steven L, Pawlak, P. JZA/ksw attachments Figure 1 - Loc a+' : xploratory Pits Figure 2 - Logs of Exploratory Pits Figure 3 - Swell -Consolidation Test Results Job It 1°3 198 L -,e tech NOTE: CONTOUR LINES SHOWN ARE PRIOR TO SITE GRADING FOR SUBDIVISION DEVELOPMENT 1 � LOT 6 544 BUILDING —rr.\ APPROXIMATE SCALE 5 4er LOT 7 ENVELOPE \ y \ \ ■ PIT 2 \ \ A \ \ PROPERTY \ % / \ UNE / \ \ \ / \ \ \\ /- \/--1 PIT / ee / LOT 8 / NEW OO P 090 103 198 HEPWORTH—PAWLAK GEOTECHNICAL, INC. LOCATION OF EXPLORATORY PITS Figure 1 1 0 0 PIT 1 PIT 2 0 5 5 10 LEGEND: —1 N TOPSOIL; silt and sand. scattered rock, organics, moist, dark brown. • 10 SILT AND SAND (ML—SM); slightly clayey, stratified, medium stiff, slightly moist, light brown, slightly porous. GRAVEL COBBLES AND BOULDERS (GP—GM); sandy, slightly silty, dense, slightly moist, light brown, subrounded to rounded rock. 2" Diameter hand driven liner sample. NOTES: 1. Exploratory pits were excavated on March 21, 2003 with o backhoe. 2. Locations of explorotory pits were measured approximately by toping from features shown on the site plan provided. 3. Elevations of exploratory pits were not measured and Togs of explorotory pita 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. 8. 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 an Water Content ( % ) DD - Dry Density ( pcf ) Depth — Feet 103 198 HEPWORTH—PAWLAK GEOTECHNICAL, INC. LOGS OF EXPLORATORY PITS I Figure 2 Compression % Of CP ? Moisture Content = 3.1 percent Dry Density = 96 pcf Sample of: Sandy Silt From: Lot 7. Pit 1 at 2 1/2 Feet w wo Compression upon wetting 0.1 1.0 0 100 APPLIED PRESSURE — ksf 103 198 HEPWORTH—PAWLAK GEOTECHNICAL, INC. SWELL CONSOLIDATION TEST RESULTS Figure 3 Applicant PLAN REVIEW CHECKLIST &P/Od Date 8-SOf� / Building ✓Engineered Foundation %i4. Driveway Permit 1-1104, 1 �rveyed Site Plan GrSeptic Permit and Setbacks 3.70 3Parn- Grde/Topography 30% Attach Residential Plan Review List ../Minimum Application Questionnaire ✓ Subdivision Plat Notes ,". Fire Department Review Valuation Determination/Fees Red Line Plans/Stamps/Sticker ✓Attach Conditions pplication Signed Plan Reviewer To Sign Application Water and Sewer V Parcel/Schedule No. 40# Snowload Letter- Manf. Hms. Planning/Zoning Property Line Setbacks 30ft Stream Setbacks (/ Flood Plain 5 ,../p Building Height Zoning Sign -off Road Impact Fees HOA/DRC Approval Grade/ opography 40% Planning Issues Subdivision Plat Notes laga- esgat i` gem. GENERAL NOTES: Alwrg (if -"F-s- 73PsulS Furs( ?itaf 1-1 Na 160 Siam tFoteig 3p& �r. (i0n aj Rapids On The Colorado Architectural Control Committee 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 — Architectural Control Committee = Rapids on the Colorado Lot 7 Notice To: Building Inspector In accordance with building permit requirements, this notice is to advise you that the Rapids on the Colorado Architectural Control Committee ('ACC") has reviewed and approved the attached house plans and site plans. Lot 7 — Rapids on the Colorado subdivision. Thank you for your assistance. Very t Gene R. Hilton, Chairman Architectural Control Committee O//1L/Lou4 UL:46 bLObbZI KUHU AND b4CUVt YHUt tll Garfield County Garfield County Road and Bridge Department July 12, 2004 Gene Hilton 2102 West Arapahoe Drive Littieton, 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 pmblenu, please feel free to contact me. cerdy. aq Mall District Foreman Garfield County Road and Bridge Department P.O. Bots 476 0567 County Pond 382 RL&, co IMO !lone: 970.6214601 !4: 970425-8627 Oct 20 05 06:57a p.1 TIT View Permit 543629 Requestor Site Electrical and Plumbing Permits Online Company Name. First Name: Last Name: Address: City: State: Zipcode: Phone: Fax: Email Address: License Number Property Type: Property Owner: Job Site Address: City: State: Lpcode: County: Power Baling Type: Construction Type: Poise Construction: Square Feet Tnm: FLATOPS ELECTRIC STEVEN HISCOCK 3720 CR 214 SILT CO 81852 (970) 876-5520 970-876-5520 netopsesopns.net 3344 PRIVATE HILTON 0153 RAPIDS VIEW NEW CASTLE CO GARFIELD HOLY CROSS - GLENWOOD SPRINGS RESIDENTIAL NEW RESIDENTIAL NEW 1800 N Inspections Inspected Date Type Status 07/1_8/2005 FINAL ACCEPTED 01/19/2005 ROUGH IN }ACCEPTED Status/Actions Permit Number: 543629 Type: ELECTRICAL Fay," L RIPROirff marmot ran LEGAL QESCR/P/pN LOT 7 SON Tiff COLORADO COUNTY OF GARFIELD STATE OF COLORADO FINISHED FLOOR ELEVATION CERTIFICATION 1 certify that the finished Row elevation for the house shown on this 2C is 550285. This elevation is based on benchmark used to establish the Rood plain as shown . j final plat of Rapids on the Colorado subdivision. IMPROVEMENT LOCATION CER77F7CATE I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED FOR GENE HILTON, 77i4r IT S Nor A LAND SURVEY PIAT OR IMPROVEMENT SURVEY PLOT, AND THAT R /S NOT 7D BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING, OR OTHER FUTURE IMPROVEMENT LINES. I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON MIS DATE, 9/16/05, EYCEPT UTILITY CONNECTIONS ARE ENBRELY wow THE BOUNDARIES OF THE P.; EL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS BED PREMISES BY IMPROVEMENTS ON ANY ADJOINING • - r . a l.: TED, AND THAT THERE IS NO APPARENT EADENCE r - SIG ROSSTNG OR BURDENING my PART OF SAID L , son `L. 13501 617 jv T'' • tear •rr D ROMAN 8 1x0 MC Ann L SS /retestlm.t Lend &minor LS 73691 4772 2/4 RG Set Catered° (9)0) 8211-2947 10? !RR RAPIDS ON MS COLORADO tar can= COLORADO DA IE.- 9/16/O4PRO[ 1 RAPIDS-HOUSES&•/LCs GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 Phone (303) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT PROPERTY NE - - 3988 Assessor's Parcel No. This does not constitute a building or use permit. �IC�, t� Gnca 'T98 Owner's Name tt' , a -J .�,i�.4-rese• t Address k `� 1, �• Phon '(otic) i System Location Colo--3rP, �Fultz Legal Description of Assessor's Parcel No SYSTEM DESIGN erdAL (94/ -0(13 -D7 OC'7 /rf 7 Septic Tank Capacity (gallon) Other Percolation Rate (minutes/inch) 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 Number of Bedrooms (or other) Other %� .� `[ Date /1/1/0Inspector '}'t"6'S %.4--02�- `-'f( \ t5 1^ a -Ce- fee . RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE 3s96 q' •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 1, Petty Offense ($500.00 fine — 6 months in )ail 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 /55 e Permit No. 702S 2 Ota I have this day inspected this structure and these premises and found the following corrections needed: ,/ _ -c •r�ca�c eau}-Q You are hereby notified that the above correction must be inspected before covering. When correction(s),`have been made, call for inspection at 970-384-5003. Date /— / Q 20 Building Inspector /gt.7 Phone (970) 945-8212 No. 1 a� t Assessor's Parcel NoIC(`lI-n(13- i%-rn7 Date S 1b BUILDING PERMIT CARD Contractor Addres Address S�pgcks: Frond Soils ' St TCI , est Footing _ q-/ 7 -044 Foundation Grout Underground Plumbin Rough Plumbing ILO Framing / "41 0 Insulation I - 5 -OS Roofing Drywall 2 - 7' OS'�}r` Gas Piping t -4 -os (Nwt-. Rear f` RH LH ECTIONS Phone # Zoning Weatherproofing Mechanical Electrical Rough (State) /_(V5 Electric I final ( tate) /g' -`S' Final // hecklist Completed'? Certificate Occup ncy # ..56103 Date /�- 7- cir Septic System # 3cIW Date to -64 Final II-4-05- Other I--oS Other NOTES (continue on back) Ices