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HomeMy WebLinkAboutApplication- PermitNo. 6360 GARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTIVENT 109 801 Street Suilc 303 Glenwood Springs, Colorado 81601 (303) 945-8212 Job Address 0038 S. Oak Way, Glenwood Springs Nature of work Building Permit UseofBuilding S/F Dwelling Unit & Garage Owner Paul & Pam Pine Contractor Ray Davis AmountnfPermitS 2,767.96 Dale 6/25/97 Plan Check Fee: $1,070.71 Permit Fee: $1,647.25 Paid 1,145.46 6/3/97 L. Campbell Clerk BUILDING PERMIT APPLICATION GARFIELD COUNTY, COLORADO yCo.21.9 ? ,_�,-� Applicant to complete numbered spaces only. PERMIT NO. PARCEIJSCHED NO, • JOa AoostEss 0 03 g S , lJ ,3,'L \„ AJ V C OGi,f ! v LCaD ►'� sJ 0( S W U l 6' 0 / ' S.Z / 2 1 LEGAL DESCR,j OWNERR LOT NO. BLOCK r / ADDRESS /J6344 SUBDIVISION 0/1 f' /—,i/.I�� ( SI �(N r � o - -s (�C} q�[ PH'/v�S"-/.' I6, r,^e",` * I �/ WK. PH. S 'Z4,TC% 2 L.(_ rt„, r II 3 CONTRACTOR 1 \4J. i 5/ G ADDRESS 03 7 S !ru-{ lea, lS 660 S PH.9yr s y LICENSE NO. 4 ARCHITECT/O�R�IDESiGA]ER 7 A ! 47p� ADDRESS ' OA s PH.y jp LICENSE NO.8 _ao r17 5 ENGINEER 0-1•A'1"4-1('--- — t 7-L ADDRESS )(Do & pH.yyS b LICENSE NO. 11 i" CI 9 6 ./ q S.FOr. BUILDING 3s-Lfy .7.'4 `Imay `aFOFLOT a, 79 4 DI, HEIGHT A7 (, NO. OF FLOORS L 7 j S. 7' F40001.41' _,( USE OF BUILDING II a ' PW`M.z4' 24.2010 ‘��0/2 1 ?3, 34'8`. 8 0.7 0:040 Cuss OF WORK: )(NEW ADDITION ALTERATION❑pi REPAIR a MOVE ❑REMOV[EE �/3/r,,¢+[ 1/ Z7 Pa %%.Y. - /? �c . �] 9 DESCRIBE WORK:.S.....19,..e__ � �F e ' 11 R' -n_ V F5 ?p 10 GARAGE SINGLE DOUBLE 0 CARPORT SINGLE DOUBLE (J 7'4 ).6:51/ f sr- Y/¢ 11 r �pp DRIVEWAY PERMIT ✓1An tbuit dACN SITE SEWAGE DISPOSAL 27 '..7.3. j. VALUATION OF WORK:S .. i© -O0 ADJUSTED VAL. PERMIT ✓ SITE PLAN 'Inn f'----°. 2/ 717.7! •<-- , II 5y„y6 PLANCD�Q FEE PERMITFEE,J, 4 y7.2,, SPECIAL CONDITIONS: ,..35-5,5 47, X ` 6 r Z r'3 3 9 / /( 30a 7r Z ry/ 7y 8 $ SCHOOL IMPACT FEE NO. OF BUILDINGS ON PARCEL USE OF BUILDINGS NOW ON PARCEL �Lr y C]//_, FL TOTAL F L.74 Li Lia !� OCC. GR. Radr t' -, CONST. TYP ~' `a/ 3S`�'7('�'NdT10Er ' e 0 -- ��� '1694 SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL PLU B1�i I,,--HEATING,p VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED NOT COMMENCED WITHIN 16C DAYS, OR IF CONSTRUCTION OR WORK 1S SUSPENDED OR ABANDONED FOR A PERIOD OF leo DAYS AT ANY TIME AFTER COMMENCED I HERESY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND THE SAME TO BE TRUE AND CORRECT, ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL EE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE C -----___ ,----�� (Datel 6[ e./� 9E.7J WATER SUPPLY DATE PERMIT ISSUED SPECIALAPPROVALS REQUIRED RECEIVED.- NOT REQUIRED IS ZONING • ^ f/ r� WORK IS HEALTH DEPT. J' KNOW FIRE DEPT. TO CNE OR OF SOIL REPORT SETBACKS FLOOD HAZARD Signature of` en Contractor or authonzed agent h vin readr.rderstood non a- ve. .; Y�J 2 ?.,;(--7, MANUF. HOME Building DepartmentApprovaid Planning De?artmentApprovafldat / / ' �% / .' OTHER L75 II l 5 -De DO 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 ISSUANCE OF THIS PERMIT THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES ANQ LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPLIED WITH IN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE. THE PERMIT MAY THEN BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMIT 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 THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER, BUILDER AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST._ Garform.003 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE j1NITIAL - pool 11yam.4' 4-3 -9 7 The following items are required by Garfield County for a final inspection: I. 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; kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. A complete bathroom, with wash bowl, tub or shower, toilet stool, hot and cold running water, 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 1994 UBC requirements; 6. Outside grading done to where water will detour away front 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. ****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 # Signature Date 6 - 3 —c7 7 1 District: Road 168A 1 Permit #: 023-97 o GARFIELD COUNTY APPLICATION FOR DRIVEWAY PERMIT Application Date 06-03-1997 1, PINE, PAUL AND PAM (herein called "Applicant"), hereby requests permission and authority from the Board of County Commissioners to construct a driveway approach(es) on the right-of-way of Garfield County Road Number 168A , adjacent to Applicant's property located on the EAST side of the road, a distance of 150 mile(s) from INT CR168A & CR168B for the purpose of obtaining access to PRIVATE RESIDENCE Applicant submits herewith for the consideration and approval of the Board of County Commissioners, a. sketch of the proposed instal- lation showing all necessary specification detail including (1) front- age of lot along road, (2) distance from centerline of road to property line, (3) number of driveways requested, (4) width of pro- posed driveway(s) and angle of approach, (5) distance from driveway to road intersection, if any, (6) size and shape of area separating driveways if more than one approach, and (7) setback distance of building(s) and other structures or improvements. GENERAL PROVISIONS FIRST The Applicant represents all parties in interest, and affirms that the driveway approach(es) is to be constructed by him for the bona fide purpose of securing access to his property and not for the purpose of doing business or servicing vehicles on the road right-of-way, SECOND: The Applicant shall furnish all labor and materials, perform all work, and pay all costs in connection with the construction of the driveway(s) and its appurtenances on the right-of-way. All work shall be completed within 30 days of the Permit date. THIRD The type of construction shall be as designated and/or approved by the Board of County Commissioners or their representative, and all materials used shall be of satisfactory quality and subject to inspec- tion and approval of the Board of County Commissioners or their representative. FOURTH: The traveling public shall be protected during the instal- lation with proper warning signs and signals and the Board of County Commissioners and their duly appointed aaents and employees shall be held harmless against any action for personal injury or property damage sustained by reason of the exercise of the Permit. FIFTH: The Applicant "hall assume responsibility for the removal or clearance of snow, ice or sleet upon any portion of the driveway ap- proach(es) even though deposited on the driveway (s) in the course of the County snow removal operations. SIXTH. In the event: it becomes necessary to remove any right -of --.way, fence, the posts on either side of the entrance shall. be securely braced before the fence is cut to prevent any slacking of the remain- ing fence, and all posts and wire removed shall be .turned over to the District Road Supervisor of the Board of County Commissioners, SEVENTH: No revisions or additions shall be made to the driveway(s) or its appurtenances on the right -of. -.way without the written permis- sion of the Board of County Comnmissioners, EIGHTH: Provisions and specifications outlined herein shall apply on all roads under the jurisdiction of the Board of County Commissioners of Garfield County, Colorado, and the Specifications, set forth on the attached hereof and incorporated herein as conditions hereof. S P C I A L CONDITIONS RESPONSIBLE FOR TWO YEARS FROM DATE OF COMPLETION 16" CULVERT REQUIRED GRAVEL.. ACCORDING TO SPEC In signing this application and upon receiving authorization and permission to install the driveway approach(es) described herein the Applicant signifies that he has read, understands and accepts the foregoing provisions and conditions and agrees to construct the drive-- way(s) in accordance with the accompanying specification plan reviewed and approved by the Board of County COM ri-siory rs. Witness: Signe PERMIT GRANTED THIS L ' __...DAY OF PROVISIONS, SPECIFICATIONS, AND CONDIT NS STIPULA For Board of County Commissioner BY (Sign-ture of Applicant) (Address) (Telephone Number) 19 , SUBJECT TO THE D HEFT .IN. f Gar field County, Colorado SPECIFICATIONS 1. A driveway approach is understood to be that portion of the hiuh- way right-of-way between the pavement edge and the property line which is designed and used for the interchange of traffic between the road- way pavement -and the abutting property. 2. At any intersection, a driveway shall be restricted for a suf- ficient distance from the intersection to preserve the normal and safe movement of traffic. (It is recommended for rural residence entrances that a minimum intersection clearance of 50 feet be provided and for rural commercial entrances a minimum of 100 feet be provided.) 3. All entrances and exits shall be so located and constructed that vehicles approaching or using them will be able to obtain adequate sight distance in both directions along the highway in order to maneuver safely and without interfering with highway traffic. 4. The Applicant shall not be permitted to erect any sign or display material, either fixed or movable, on or extending over any portion of the highway right-of-way. 5. Generally, no more than one approach shall be allowed any parcel or property the frontaae of which is less than one hundred (100) feet. Additional entrances or exits for parcels or property having a frontage in excess of one hundred (100) feet shall be permitted only after showing of actual convenience and necessity. 6. Ali driveways shall be so located that the flared portion adjacent to the traveled way will not encroach upon adjoining property. 7. No commercial driveway shall have a width greater than thirty (30) feet measured at right angles to the centerline of the driveway, except as increased by permissible radii. No noncommercial driveway shall have a width greater than twenty (20) feet measured at right angles to the centerline of the driveway, except as increased by permissible radii. 8. The axis of an approach to the road may be at a right angle to the centerline of the highway and of any angle between ninety (90) degrees and sixty (60) degrees but shall not be less than sixty (60) degrees. Adjustment will be made according to the type of traffic to be served and other physical conditions. 9. The construction of parking or servicing areas ori the highway right-of-way is specifically prohibited. Off -the -road parking facil- ities should be provided by commercial establishments for customers' vehicles. 10. The grade of entrance and exit shall slope downward and away from the road surface at the same rate as the normal shoulder slope and for a distance equal to the width of the shoulder but in no case less than twenty (20) feet from the pavement edge. Approach grades are restricted to not more than 10 perGent (10%). 11. Ali driveways and approaches shall be so constructed that they shall not interfere with the drainage system of the street or highway. The Applicant will be required to provide, at his own expense, drain- age structures at entrances and exits which will become an integral part of the existing drainage system. The dimensions of all drainage structures must be approved by the Board of County commissioners or their representative prior to installation. NOTE1 This permit shall be made available at the site where and when work is being done. A work sketch or drawing of the proposed driveway (s.) must accompany application. No permit will be issued without drawing, blueprint, or sketch. ,- HEPWORTH-PAWLAK GEOTECHNICAL, INC. 5020 Road 154 Glenwood Springs, CO 81601 March 28, 1997 Pam Pine P.O. Box 514 Glenwood Springs, Colorado 81602 Fax 970 945-8454 Phone 970 945-7988 Job No. 197 195 Subject: Subsoil Study for Foundation Design and Percolation Test, Proposed Pine Residence, Lot 2, Filing 1, Oak Meadows, Garfield County, Colorado Dear Ms. Pine: As requested, Hepworth-Pawlak Geotechnical; Inc. performed a subsoil study and percolation test for foundation and septic disposal designs at the subject site. The study was conducted in accordance with our agreement for geotechnical engineering services to you dated March 19, 1997. The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered are presented in this report. Proposed Construction: The proposed residence will be a two story wood frame/stone veneer structure located on the site as shown on Fig. 1. Ground floors are proposed to be slab -on -grade. Cut depths are expected to range between about 3 to 5 feet. Foundation loadings for this type of construction are assumed to be relatively light and typical of the proposed type of construction. The septic disposal system is proposed to be located between 40 and 100 feet to the northeast of the proposed residence. Ifbuilding 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 and covered with less than 1/2 foot of snow at the time of our field work. The proposed residence is planned to be built near the top of a small hill with gentle slopes down to the north. There is a steep down slope to the east of the site and about 20 feet of elevation difference across the property. Vegetation consists of grass with small scruboak on the eastern property line and the western portion adjacent South Oak Way. Subsurface Conditions: The subsurface conditions at the site were evaluated by excavating two exploratory pits in the building area and one profile pit in the septic disposal area at the approximate locations shown on Fig. 1. The logs of the pits are presented on Fig. 2. The subsoils encountered, below about 1 foot of topsoil, consist of 2'/2 to at least 8 feet of clay overlying relatively dense sandy clayey gravel with Pam Pine March 28, 1997 Page 2 cobbles and boulders. Results of swell -consolidation testing performed on relatively undisturbed samples of the upper clays, presented on Fig. 3, indicate low compressibility under existing moisture conditions and light loading and moderate compressibility upon additional loading after wetting. One sample showed a minor expansion potential and subsequent high compressibility under increased loading. This sample (from Pit 1) may have been disturbed during sampling and the test results are probably not representative of the in-place soil behavior. Results of a gradation analysis performed on a sample of the gravel (minus 5 inch fraction) obtained from the site are presented on Fig. 4. No free water was observed in the pits at the time of excavation and the soils were slightly moist to moist. Foundation Reconunendations: 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 soil designed for an allowable soil bearing pressure of 2,000 psf for support of the proposed residence. Tlie upper clay soils tend to compress after wetting and there could be some post -construction foundation settlement. Footings should be a minimum width of 16 inches for continuous walls and 2 feet for columns. Loose and 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. 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 55 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 clay soils are compressible when wetted. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A minimum 4 inch layer of free -draining gravel should be placed beneath slabs to facilitate drainage. This material should consist of minus 2 inch aggregate with less than 50% passing the No. 4 sieve and less than 2% passing the No. 200 sieve. H -P GEOTECH Pam Pine March 28, 1997 Page 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. Drying could increase the expansion potential of the clay soils. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95 % of the maximum standard Proctor density in pavement and slab areas and to at least 90 % of the maximum standard Proctor density in landscape areas. 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 12 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in pavement and walkway areas. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. Percolation Testing: Percolation tests were conducted on March 21, 1997 to evaluate the feasibility of an infiltration septic disposal system at the site. One profile pit and three percolation holes were dug at the locations shown on Fig. 1. The test holes (nominal 12 inch diameter by 12 inch deep) were hand dug at the bottom of shallow backhoe pits and were soaked with water one day prior to testing. The test holes were protected from freezing overnight with insulation. The soils exposed in the percolation holes are similar to those exposed in the Profile Pit shown on Fig. 2 and consist of one foot of topsoil and 3 feet stiff sandy clay overlying sandy clayey gravel with cobbles and boulders. Cobbles were present in the bottom of test holes P-1 and P-2. At the time of the tests, the temperature of the soils in the test holes was about 41°F and no frost was observed. The percolation test results are presented in Table I. A percolation rate of about 15 minutes per inch was indicated for. the three tests. Based on the subsurface c no dltions endountered and the percolation test results, the tested area should be suitable for a conventional infiltration septic disposal system. Limitations: This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this tinge. We make no H -P GEOTECH Pam Pine March 28, 1997 Page 4 warranty either expressed 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 Fig. 1, 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 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. Sincerely, HEPWORTH - PAWLAK GEOTECHNICAL, INC. o-4-3? Jor Z. d mson, Jr. P.E. Re iewed By: osppa REgjj)T �� 0PN�ADA 14:)115' .',?4 FR 29707 1- ... 2/:81 ,,' 0NAL 'r-' " Daniel E. Hardin P.E. JZA/kw attachments cc: The Drawing Board - Attn: Rob Classen H -P GEOTECH 104 106 — APPROXIMATE SCALE = 40' 102 100 SOVIV' OAK 141'''N( 98 96 LOT BOUNDARIES I PR rOSED ! j \\ ` REIDENCE / / / \1 1 1 / / / // / 1 / 4 I 1 / // / /I 1/ J 90 / / / /4 / / / 1 P 1 / / / / /I / / l / 0 / I / l I / / / / // P 2 // // , i 1 / / • PIT 1 a / 11 f /, ■ PI0OF1LE PI/ / 1 /I / / /1 / // // P3 // / f/ // / // // A / / / / / / / / / / // / j / / / // / / / / 106 104 / / 98 // 94 / // 102 / 96 92 90 92 100 197 195 HEPWORTH - PAWLAK GEOTECHNICAL, INC. LOCATION OF EXPLORATORY PITS AND PERCOLATION TEST HOLES Fig. 1 Depth — Feet 0 5 10 LEGEND: ;a. is] NOTES: PIT 1 ELEV.= 102' WC=19.4 DD=104 -200=90 PIT 2 ELEV.= 101' wC=18.2 DD=109 +4=43 J -200=31 PROFILE PIT ELEV.= 96' 0 5 10 TOPSOIL; sandy clay, organic, roots, medium stiff, moist, dark reddish brown. CLAY (CL); sandy, occasional gravel and cobbles, stiff, moist to very moist, reddish brown, slightly calcareous, porous GRAVEL (GP—GC); sandy, clayey, with cobbles and boulders, dense, slightly moist, light brown to white, highly calcareous, angular to subangular basalt and siltstone fragments. 2- Diameter hand driven liner sample. Disturbed bulk sample. 1. Exploratory pits were excavated on March 20, 1997 with a backhoe. 2. Locations of exploratory pits were measured approximately by pacing from features on the site plan provided. 3. Elevations of the exploratory pits were obtained by interpolation between contours on the site plan provided and checked by instrument level. Logs ere drawn to depth. 4. The exploratory pit locations and elevations should be considered accruate 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 ) +4 = Percent retained on No. 4 sieve —200 = Percent passing No. 200 sieve 197 195 HEPWORTH — PAWLAK GEOTECHNICAL, INC. LOGS OF EXPLORATORY PITS Fig. 2 Depth — Feet Compression — Expansion % Compression 0 1 2 3 4 5 6 7 0.1 0 1 2 3 1.0 10 APPUED PRESSURE — ksf 0.1 197 195 Moisture Content 18.2 percent Dry Density = 109 pcf Sample of: Sandy Clay From: Pit 2 at 2 Feet No movement upon p wettin g 1.0 10 APPLIED PRESSURE — ksf HEPWORTH — PAWLAK GEOTECHNICAL, INC. SWELL — CONSOLIDATION RESULTS —200=90 100 100 Fig. 3 Moisture Content = 19.4 percent Dry Density = 104 pcf Sample of: Slightly Sandy Clay From: Pit 1 at 3 Feet • Expansion upon wetting \ . 0 1 2 3 1.0 10 APPUED PRESSURE — ksf 0.1 197 195 Moisture Content 18.2 percent Dry Density = 109 pcf Sample of: Sandy Clay From: Pit 2 at 2 Feet No movement upon p wettin g 1.0 10 APPLIED PRESSURE — ksf HEPWORTH — PAWLAK GEOTECHNICAL, INC. SWELL — CONSOLIDATION RESULTS —200=90 100 100 Fig. 3 NWNWIMMMM 24 HR. 7 HR 48 16N. 15 MIN. 100 90 HYOR41[E ER ANALYSIS 1111E READINGS 60 MiN.19 ]AIN. 4 MIN. 1 PAN. 200 U.S. STANDARD SERIES 150 /30 /16 SIEVE ANALYSIS CLEAR SQUARE Q'0fNGS }B 04 3/8'1/2'3/4' 1 1/2" 3' 56 60 70 60 50 40 30 20 10 0 .001 .002 L l I 1• .005 .DOB .010 .437 .074 .150 - CLAY TO SLT GRAVEL 43 % LIQUID LIMIT .300 .600 1.16 236 4.75 9.515 19.0 DIAMETER OF PARTICLES IN MILLIMETERS FINE SAND MEDIUM ] COARSE SAND 26 % YEL FINE 1 0 10 20 30 40 50 60 70 80 90 100 37.5 78.2 152 203 COARSE 127 GABBLES SILT AND CLAY 31 % PLASTICITY INDEX SAMPLE OF: Sandy Clayey Gravel with Cobbles FROM: Pit 2 at 6 Feet thru 7 Feet 197 195 HEPWORTH — PAWLAK GEOTECHNICAL, INC_ M GRADATION TEST RESULTS Fig. 4 HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE I PERCOLATION TEST RESULTS JOB NO.197 195 HOLE NO. P-1 HOLE DEPTH (INCHES) 71 LENGTH OF INTERVAL (MINI 15 water added WATER DEPTH AT START OF INTERVAL (INCHES) 10'/z WATER DEPTH AT END OF INTERVAL (INCHES) 91/3 DROP IN WATER LEVEL (INCHES) 1 91/2 8 1/2 1 81/2 7' 3/4 101/4 91/4 1 9'/4 81/4 1 8'/4 71/4 1 AVERAGE PERCOLATION RATE (MIN./INCH) 15 P-2 P-3 59 64 15 water added water added 15 water added 7' 7 34 7 6 1 8 14 7 11/4 7 6 1 9 8 1 8 7 101/4 1 1 10%4 9'/4 1 91/4 8Y 1 11 10 1 10 9'/4 91/4 81/4 1 15 16 NOTE: Percolation test holes were hand dug in the bottom of backhoe pits and soaked on March 20, 1997. The holes were covered with insulation to protect against freezing overnight . Percolation tests were conducted on March 20, 1997. GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS for SINGLE FAMILY DWELLING CONSTRUCTION including NEW CONSTRUCTION MANUFACTURED HOMES 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 check list prior to and during design. Applicants are require to indicate appropriately and to submit the completed check list at time of application for a permit. For the placement of a manufactured home, questions numbers 1-4 and 19-28 are the only questions that need to be addressed: 1 1. Is a site plan included that indicates the distances of the proposed building or addition to property lines, rot er buildings, set back easements and utility easements? Yes Does the site plan include the location of the I. S.D. S. (Individual Sewage Disposal System) and the distances to property lines, wells (on subject property and adjacent properties), streams or water courses? Yes 3. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes 4. 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 Do the plans indicate the location and size ofventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes 'J 6. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits? Yes Do the plans include design loads as required under the Uniform Building Code for roof snow loads, (a minimum of 40 pounds per square foot in Garfield County), floor loads and wind loads? Yes v 8. Does the plan include a building section drawing indicating foundation, wall, floor and roof construction? Yes Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes 10. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes 11. 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 grade contours? Yes '! 12. 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 13. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code Chapter 37? Yes No 14. 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 .J No 15. Does the plan include a window schedule or other verification that windows provide natural light and ventation for all habitable rooms? Yes No 16. 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 f r these areas? Yes No 17. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the 1 n? Yes No - 18. o 18. Do you understand that if you belong, to a homeowners association, it is your responsibility to obtain written permission fro the association, if required by that association, prior to submitting an ap lic tion for a building permit? Yes No 19. Will this be the only residential structure on the parcel? Yes No If no -Explain: 20. Have two (2) complete sets of construction drawings been submitted with the application? Yes 3 21. Is this an application for the placement of a manufactured home? Yes No ,/ If yes, have you specified the ize of the unit (min. 20$.. x 20ft); live roof load (min. 40#); wind design (min. wirl,dspeed of 80 mph & 15 lb. wind load); foundation design; method of anchoring? Yes W 22. Have you designed or had this plan designed while considering building and other construction code requirements? Yes No 23. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes No 24. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes, No 25. 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 "School Impact" or Septic System" fees required, at the time you pick up your building permit? Yes No 26. 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 afternoon. Morning inspections must be called in by 12:00 p.m. the day before; afternoon inspections must be called in by 5:00 p.m. the day before. Failure to give twenty four (24) hour notice for inspections will delay your inspection one (1) day? Yes No . 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 gilding? Yeses No 28 Are you aware that the person signing the Permit Application, whether the "Owner", "Agent of the Owner", "General Contractor", "Contractor" or otherwise, is the party responsible for the project complying with the Uniform, Building Code? Yes No 4 1 I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. signature date Phone: /77:5— ' Z ��' 0 (days); Project Name: ! /A) ES ; Project Address: Notes: (evenings) a 6� (A) c, If you have answered NO on any of the questions, you may he 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. PerApp02.95 Effective August 15, 1995 5 • • INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO ��!� Date Issued �!"1 7Zoned Area Permit No. V AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice, from the -County .Building Inspector nd IM. EDIATELY BECOME NULL ANDVOID. iUse + I�W��� Address o regalDescript' 9 Owner iFL4%? Setbacks /4I Contract() Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION .RECORD Footing q _ f,9 7 1ile..r Foundation ,' 7-/.5-7 _G;7 Underground Plumbing 7_�.?_,77 A:,,,,,,, Insulation/0 _7J 9-7 f. ,,,J Rough Plumbing ip _3 _cr7 As/0Drywall X6_(7 _c!, /In-, Chimney& Vent Electric Final (by State Inspector) +t,gg3. 9-i Gas Piping7. • 1t,'': Final . Electric Rough (By Stair InspeutorYdt- y)5� Septic Final r%- •-;27.1.2Q,.Z J Framing ! b - 3 --q 7 a,� (To include Roof in place and Windows and Doors installed). Notes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WIIETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Phone 945-8212 109 8th Street County Courthouse Glenwood Springs, Colorado. APPROVEDDO NOT DESTROY THIS CARD Date+ — S 7By IF PLA ED OUTSIDE COVER WITH CLEAR PLASTIC <+> GARFIELD COUNTY ROAD & BRIDGE DEPARTMENT <+> SPECIAL PROVISIONS FOR EXCAVATION OF ROAD SURFACE AND INSTALLATION PERMIT #: 023-97 D PERMITTEE: PINE, PAUL AND PAM INSPECTOR: SUB—CONTRACTOR` 1) ANY OVERSIZED MATERIAL (LARGER THAN 10 INCHES IN DIAMETER), THAT IS NOT UTILIZED IN BACKFILL WILL BE HAULED OFF BY PERMITTEE. FURTHER, ANY FROZEN MATERIAL WILL BE REMOVED FROM SITE BY PERMITTEE. 2) WHEN A PAVED OR CHIPPED SURFACE IS CUT° IT IS TO BE REPLACED WITH A MINIMUM THREE INCH (3^) HOTMIX ASPHALT PATCH. A TEMPORARY PATCH WITH COLD MIX ASPHALT WOULD BE ALLOWED, WHICH WOULD BE REPLACED WITH HOTMIX ASPHALT WHEN THE WEATHER OR AVAILABILITY OF MATERIALS ALLOWS THE WORK TO BE COMPLETED. AN ASPHALT OR CHIPPED SURFACE CUT WOULD REQUIRE THE ROAD TO BE STRAIGHT CUT AND SQUARED BY MEANS OF A PAVEMENT CUTTER OR SAW, A CHIPPED SURFACE CUT WILL REQUIRE A SEAL COAT OF THE PATCH WHICH WILL BE FULL WIDTH OR HALF WIDTH OF ROADWAY WHEN TRENCHES RUN WITH THE ROAD. FOR TRENCHES ACROSS THE ROAD. THE EDGES OF THE SEAL COAT WILL OVERLAP THE EXISTING EDGE. ALL SEALCOATS WILL OVERLAP EDGES BY A TWO FOOT MINIMUM TO INSURE AN ADEQUATE SEAL OVER THE UNDISTURBED PORTION OF THE ROADWAY IN THE VICINITY OF THE EXCAVATI0N, ASPHALT HOTMIX OR COLD PATCHES WILL BE COMPLETED IN A MAXIMUM OF FIVE WORKING DAYS, WEATHER PERMITTING' 3) WHEN POSSIBLE ALL INSTALLATIONS SHOULD AVOID THE TOP EDGE OF A FILL SLOPE. 4} INSTALLATIONS IN DRAINAGES SUBJECT TO FLASH FLOODING, WILL HAVE A MINIMUM BURY OF 4 FEET DEEPER THAN NORMAL FLOW LINE AT NEAREST ABUTMENT OR WING WALL. 5) INSTALLATIONS AT CULVERT CROSSINGS WILL BE BURIED BENEATH THE CULVERT WITH A MINIMUM SEPARATION OF 18 INCHES BETWEEN INSTALLATION AND THE BOTTOM OF THE CULVERT. 6) OPEN TRENCHES ADJACENT TO THE TRAVELED ROADWAY SHALL BE BACKFILLED DAILY TO WITHIN lUO' OF THE WORKING AREA OF THE TRENCH, AND SHALL BE BARRICADED WITH WARNING DEVICES AFTER DARK. 7) IN AREAS BEING DISTURBED WHERE VEGETATION IS ESTABLISHED, RESEEDING WITH A GRASS AND CLOVER MIXTURE EITHER BY BROADCASTING OR DRILLING, WITH SEED MIXTURES S( ABLE TO THE CLIMATIC CONDITIONS OR EXISTING VEGETATION WILL BE PERFORM USE ONLY CERTIFIED WEED—FREE SEED. NOXIOUS WEED CONTROL WILL BE ON G ALONG WITH REVEGETATION- 8) THE PER IT TO SEE IF 0 OULD CHECK THE R—O—W OF SURROUNDING LANDOWNERS JlMITS ARE REQUIRED, I.E., BLM, FOREST SERVICE. FOR GA n IELO C PINE, PAUL AND PAM (PERMITTEE)