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Home My WebLink AboutApplication- PermitGARFIELD COUNTY BUILDING, SANITATION, and PLANNING DEPARTMENT 109 Stb, Street, Suite 303 Glenwood Springs, CO 81601(970) 945-8212 Job Address IS it111-1.9-I4tut Nature of Work Building Permit No. 7902 &L,Cte.itka�O 8 /63s cr7y(ar ,..x- C&.ek Use of Building i Owner — / Contractor Li / "` """` 11;`7(. e Amount of Permit$ 51)0 a 1 Date 735.94 `79'/a -u4, 6, acro/ Clerk 1. r 1 it GARFIELD COUNTY BUILDING PERMIT APPLICATION GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO TELEPHONE: (970) 945-8212 Q INSPECTION LINE: (970)384-5003 PERMIT NO. f PARCEL/SC� DULE NO. 1I07 tg.30 �' q JOB ADDRESS: -15 1-4CVAINVFLAN.Q. .SN -911A ge6 """t" CC qto ✓. I LOT NO. 1 /( BLOCK NO. 4 SUBDIVISION/EXEMPTION 1,,,E ' C 0:145194 2 OWE A ... �♦• . _ w. .r . _ti 81� P 285-19 wx" '14�-q'1�sS 3 O""""" 414.1 ,licoir.E. Toa cx..3-04.1 "'n4,0 ssA QoAA tse,a cAvr . ita 1gR-2528 "C. NO: 4 ARcurrcrwooma ois CLlaw$00 Abp ?n. Rbox X221 CI►1..614wooc> SR »X5 "`c4s F' 2S wt.: 5 KI�.arnl�D� uou% i GA0.0.1.4 2248 IQ' cc Dm. —1.2t 4 +/— maw 2c; te_ Na or runes g G5un c* y rx�wL REST o�uC.E.P . . o i�,"'�i ''��.d,� #D6aO:IDB 7 WORIL• Col. irrtvec A Wrio J r 41, SQ P i S.1►..C.A, /tMtl.(Viol-A, 8 aAaa of MRC: EW [ADDITION oALTERAT/ON [MOVE oRERIOVE 9 . GARAGE D DSA E 0OLIB1E CARPORT: [eCJaIB [DOUBLE i 10 [DRIVEWAYPIalanr'X/r C2€4.H1 ay ' t , e)_ liaNS[[EISWAOB DISPOSAL c LSC) )(erre PIAN //J' VALUATE"; OF MORE: 1 143 ■ V'•+` J ADJUSTED VAW*i o 4 j I 1 U , p / 0 j/ ' Y V CPEPAI. CONDITIONS: A SEPARATE COLORADO. TIES PERMIT AUTHORIZED WORK IS AFTER WORK I HEREBY KNOW THE GOVERNING HEREIN AUTHORITY LOCAL CONSTRUCTION. NOTICE ELECTRICAL PERMIT 1S REQUIRED AND MUST BE ISSUED BECOMES NULL AND VOID IF WORK IS NOT COMMENCED WITHIN 180 DAYS, OR IF SUSPENDED OR ABANDONED FOR A PERIOD OF 110 IS COMMENCED. CERTIFY THAT I HAVE READ AND EXAMINED THIS SAME TO BE TRUE AND CORRECT. ALL PROVISIONS THIS TYPE OF WORK WILL BE COMPLIED WITH OR NOT. THE GRANTING�/j OF A PERMIT DOES NOT TO VIOLATE OR CANCEL THE PROVISIONS OF ANY LAW RE0UTATINO CONSTRUCTION OR THE BY THE STATE OF OR CONSTRUCTION CONSTRUCTION OR DAYS AT ANY TIME APPLICATION AND OF LAWS WHETHER SPECIFIED PRESUME TO GIVE OTHER STATE OR PERFORMANCE OF [ L 2°4 ( ,,/ PLAN CHECKFEE:/ �Y7 '? 3S q PERMIT PFE/ 1 (3 2, 2 E TOTAL Fes:DATE PERMIT ISSUED: ( 7 6 8 , G, i OCC: GROUP: CONST: TYPE: J I L ..3 — ( V — I1 LJ TONING: SETBACKS: i .-�� C�"�/] to 8i8w1 Owner, Contractor or auth rized agent . �� read . > 11 • • - above. � 1 — ,, �� jjj , ,1 / 0 • MANI3. HOME: ISLIs e: N9a� FEE: Building Dept. Applovil/D$te Planning Dept. S 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 BUDDING DEPARTMENT. IN CONSIDERATION OP THE ISSUANCE OF THIS PERMIT, THE SICK R HEREBY ACRtEES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT 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 SHAD. BECOME NULL ANI) VOID. THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OP ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THIS CODE OK ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF THE SUBMITTED PIANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THE.RE.AFTER 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 WTE 1 CIaTlaamo03 I BER1 Y ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE. WITLILI -01,5„NpNe 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 wash bowl, 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 1994 UBC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTILYl�. L 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 VACATION 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 # 61-01t Signature bpcont frttt 410'101 Date o ht GSC/ G /�-i'CL`/ rt_ S X8(1 17 IR.o0 e i' (2.+3( Cout t-cj jptci cl(9 `k 24.00 ` ` i`a` .db 4 Gogoa_. I # '32.2.5 (' &(9.z_{ I r 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 check list prior to and during design. Applicants are required to indicate appropriately and to submit the completed check list at time of application for a permit. l January 1, 1999 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, sheating, 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# per ft. up to 7,000 F.O.S. and an 80 M.P.H. wind. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. 1. Is a site plan included that indicates the distances of the proposed building or addition to property lines, other buildings, setback easements and utility easements? Yes X 2. 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 X 3. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes 1( 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 `I( 5. 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 2 1 ` 6. Do the plans indicate the size and location of ventilation openings for the attic, roofjoist spaces's and soffits? Yes X 7. 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 8. Does the plan include a building section drawing indicating foundation, wall, floor and roof construction? Yes l( 9. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes X 10. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes X 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 X 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 Y N, Ps 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 X UTA 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 X No 15. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes ( No 3 • vy f y 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 for these areas? Yes )( No 17. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes X No 18. 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 X No 19. Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? If you do not have written permission from the association, do you understand that the plan check fee will not be refunded should the architectural committee deny or reject your building plans? Yes j( No 20. Will this be the only residential structure on the parcel? Yes )( No If no -Explain: 21. Have two (2) complete sets of construction drawings been submitted with the application? Yes X 22. Do you understand that the minimum size a home can be on a lot is a 20ft. x 20ft.? Yes )( No 23. Have you designed or had this plan designed while considering building and other construction code requirements? Yes )( No 24. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes X No 25. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes X No 4 Ir 26. 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 X No 27. 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. Inspections are to be called in to 384-5003. Yes X No 28. 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 )( No 29. 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 X No 30. Are you aware that prior to issuance of a building permit you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department at 625-8601. a,-rriEmE,Ls[ MESA DaES Kaer CZEWut Yes X No to i vewS ?E.¢rr rt MAuof °Q6'40 '� 7di--0411 BarrtG SKS RtQv_AS ��*�� ~ GP-141)7aAD{ �¢~G.E OEC . I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. ck032tA\ signat date Phone: '145-91556.4a 51 (days); 2 okS°1 (evenings) Project Name: SF. Q,ES t DE►.tCE, Project Address: 004S At1/4aE \c1 PmQ. 11.046-cE,_ Cao g'C.935 5 Gtech Hepworth-Pawlak Geotechnical, Inc. 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 970-945-7988 Fax: 970-945-8454 hpgeo@hpgeotech.com SUBSOIL STUDY FOR FOUNDATION DESIGN PROPOSED RESIDENCE LOT 14, BLOCK 4, MONUMENT CREEK VILLAGE 0045 HAWTHORNE WAY BATTLEMENT MESA, COLORADO JOB NO. 100 798 OCTOBER 12, 2000 PREPARED FOR: JIM GATELI 12 COLUMBINE LANE PARACHUTE, COLORADO 81635 HEPWORTH - PAWLAK GEOTECHNICAL, INC. October 12, 2000 Jim Gateli 12 Columbine Lane Parachute, Colorado 81635 Job No. 100 798 Subject: Report Transmittal, Subsoil Study for Foundation Design, Proposed Residence, Lot 14, Block 4, Monument Creek Village, 0045 Hawthorne Way, Battlement Mesa, Colorado. Dear Mr. Gateli: As requested, we have conducted a subsoil study for the proposed residence at the subject site. Subsurface conditions encountered in the exploratory boring drilled in the proposed building area consist of about l foot of topsoil and 41/2 feet of silty clayey sand overlying basalt gravel and cobbles in a sandy clay matrix. Groundwater was not encountered in the boring at the time of drilling. The proposed residence can be founded on spread. footings placed on the natural subsoils and designed for an allowable bearing pressure of 1,500 psf. Precautions should be taken to prevent wetting of the bearing soils which could result in some post construction settlement. The report which follows describes our exploration, summarizes our findings, and presents our recommendations. It is important that we provide consultation during design, and field services during construction to review and monitor the implementation of the geotechnical recommendations. If you have any questions regarding this report, please contact us. Sincerely, HF,>rWQRTH - PAWLAK GEOTECHNICAL, INC. David A. Yous', P.E. Rev. by: DEH DAY/ksw TABLE OF CONTENTS PURPOSE AND SCOPE OF STUDY 1 PROPOSED CONSTRUCTION 1 SITE CONDITIONS 2 FIELD EXPLORATION 2 SUBSURFACE CONDITIONS 2 DESIGN RECOMMENDATIONS 3 FOUNDATIONS 3 FLOOR SLABS 4 SURFACE DRAINAGE 4 LIMITATIONS 5 FIGURE 1 - LOCATION OF EXPLORATORY BORING FIGURE 2 - LOG OF EXPLORATORY BORING FIGURE 3 - LEGEND AND NOTES FIGURE 4 - SWELL -CONSOLIDATION TEST RESULTS TABLE I - SUMMARY OF LABORATORY TEST RESULTS H -P GEOTECH PURPOSE AND SCOPE OF STUDY This report presents the results of a subsoil study for a proposed residence to be located on Lot 14, Block 4, Monument Creek Village, 0045 Hawthorne Way, Battlement Mesa, Colorado. The project site is shown on Fig. 1. The purpose of the study was to develop recommendations for the foundation design. The study was conducted in accordance with our proposal for geotechnical engineering services to Jim Gateli dated September 28, 2000. An exploratory boring was drilled on the lot to obtain information on subsurface conditions. Samples of the subsoils obtained during the field exploration were tested in the laboratory to determine their classification, compressibility and other engineering characteristics. The results of the field exploration and laboratory testing were analyzed to develop recommendations for foundation types, depths and allowable pressures for the proposed building foundation. This report summarizes the data obtained during this study and presents our conclusions, design recommendations and other geotechnical engineering considerations based on the proposed construction and the subsoil conditions encountered. PROPOSED CONSTRUCTION The proposed residence will be a single story wood frame structure with an attached garage. Ground floor will be structural over a crawlspace for the residence and slab -on -grade in the garage. Grading for the structure is assumed to be relatively minor with cut depths between about 3 and 4 feet. We assume relatively light foundation loadings, typical of the proposed type of construction. If building loadings, location or grading plans change significantly from those described above, we should be notified to re-evaluate the recommendations contained in this report. H -P GEOTECH 2 SITE CONDITIONS The site was vacant at the time of our field work. The ground surface is relatively flat with a slight slope down to the southwest. There is about 4 feet of elevation difference across the building site and about 6 feet elevation difference across the lot. Vegetation consists of grass and weeds. FIELD EXPLORATION The field exploration for the project was conducted on October 2, 2000. One exploratory boring was drilled at the location shown on Fig. 1 to evaluate the subsurface conditions. The boring was advanced with 4 inch diameter continuous flight augers powered by a truck -mounted Longyear BK -511 -ID drill rig. The boring was logged by a representative of Hepworth-Pawlak Geotechnical, Inc. Samples of the subsoils were taken with 1% inch and 2 inch I.D. spoon samplers. The samplers were driven into the subsoils at various depths with blows from a 140 pound hammer falling 30 inches. This test is similar to the standard penetration test described by ASTM Method D-1586. The penetration resistance values are an indication of the relative density or consistency of the subsoils. Depths at which the samples were taken and the penetration resistance values are shown on the Log of Exploratory Boring, Fig. 2. The samples were returned to our laboratory for review by the project engineer and testing. SUBSURFACE CONDITIONS A graphic log of the subsurface conditions encountered at the site is shown on Fig. 2. The subsoils consist of about 1/2 foot of organic topsoil and 41/2 feet of medium dense silty clayey sand overlying relatively dense basalt gravel and cobbles in a sandy clay matrix. The basalt soils were calcareous and extended to the depth drilled of 131/2 feet where refusal to drill augers was encountered. H -P GEOTECH 3 Laboratory testing performed on samples obtained from the boring included natural moisture content and density. Results of consolidation testing performed on relatively undisturbed drive samples of the subsoils, presented on Figs. 4 and 5, indicate low to moderate compressibility under conditions of loading and wetting. The laboratory testing is summarized in Table L No free water was encountered in the boring at the time of drilling and the subsoils were slightly moist. DESIGN RECOMMENDATIONS FOUNDATIONS Considering the subsoil conditions encountered in the exploratory boring and the nature of the proposed construction, we recommend the building be founded with spread footings bearing on the natural subsoils. The design and construction criteria presented below should be observed for a spread footing foundation system. 1) Footings placed on the undisturbed natural subsoils should be designed for an allowable soil bearing pressure of 1,500 psf. Based on experience, we expect settlement of footings designed and constructed as discussed in this section will be less than about 1 inch. There could be some additional settlement if the bearing soils become wetted. 2) The footings should have a minimum width of 16 inches for continuous walls and 2 feet for isolated pads. 3) Exterior footings and footings beneath unheated areas should be provided with adequate soil cover above their bearing elevation for frost protection. Placement of foundations at least 36 inches below exterior grade is typically used in this area. 4) 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 also be H -P GEOTECH 4 designed to resist a lateral earth pressure corresponding to an equivalent fluid unit weight of 50 pcf. 5) The topsoil and any loose or disturbed soils should be removed and the footing bearing level extended down to firm natural soils. 6) A representative of the geotechnical engineer should observe all footing excavations prior to concrete placement to evaluate bearing conditions. FLOOR SLABS The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab -on -grade construction. 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 can be placed beneath slabs -on -grade to act as a leveling coarse and for subgrade support. This material should consist of minus 2 inch aggregate with at least 50% retained on 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 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. H -P GEOTECH 5 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 paved areas. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. 5) Landscaping which requires regular heavy irrigation, such as sod, 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 make no warranty either expressed or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory boring drilled at the location indicated on Fig. 1, the proposed type of construction and our experience in the area. Our findings include extrapolation of the subsurface conditions identified at the exploratory boring 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 so that 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 H -P GEOTECH 6 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. Sincerely, HEP - PAWLA David A. Young, Reviewed by: CAL, INC. Gt. 00. il.iso 'r0(,% ID 01 .-.1.. _ 32-216 if...1 • n 1, its 1DNAL• to t�� Daniel E. Hardin, P.E. DAY/ksw H -P GEOTECH 100 100 798 APPROXIMATE SCALE 1" 201 LOT 13 104 1 1021 • I 100 LOT 12 r LOT 17 106 BUILDING ENVELOPE BORING 1 \` ` GARAGE PROPOSED RESIDENCE 44.4 LOT 14 HEPWORTH - PAWLAK GEOTECHNICAL, INC_ ,106 1 1 J PROPERTY \ BOUNDARY % ` 100 HAWTHORNE WAY 104 LOCATION OF EXPLORATORY BORING LOT 15 102 Fig. 1 1 1 S 1 i 0 100 .. 95 90 BORING 1 ELEV. = 103.5' 30/12 WC=4.8 OD=105 25/12 WC=12.5 00=85 70/12 105 100 IN 95 ......1 90 IIMI h....85 85 100 798 • NOTE: Explanation of symbols is shown on Fig. 3. HEPWORTH - PAWLAK GEOTECHNICAL, INC. LOG OF EXPLORATORY BORING A Fig. 2 Elevation — Feet LEGEND: 2 TOPSOIL; organic, clayey silty sand. moist, dark brown. SAND (SM—SC); silty, clayey, medium dense, slightly moist, brown. BASALT GRAVEL AND COBBLES (GC); in a sandy clay matrix, dense, slightly moist, mixed brown and gray, calcareous. Relatively undisturbed drive sample; 2—inch 1.D. California liner sample. Drive Sample; standard penetration test (SPT), 1 3/8—inch I.D. split spoon sample, ASTM D -- 1586. 30 12 Drive sample blow count; indicates that 30 blows of a 140—pound hammer falling 30 inches were required to drive the California or SPT sampler 12 inches. T Practical rig refusal. NOTES: 1. The exploratory boring was drilled on October 2, 2000 with a 4—Inch diameter continuous flight power auger. 2. Location of the exploratory boring was measured approximately by pacing from features shown on the site pion provided. 3. Elevation of the exploratory boring was obtained by interpolation between contours on the site plan provided. 4. The exploratory boring location and elevation should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory boring log represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was encountered in the boring at the time of drilling. Fluctuation In water level may occur with time. 7. Laboratory Testing Results: WC — Water Content ( X ) DD — Dry Density ( pcf ) 100 798 HEPWORTH - PAWLAK GEOTECHNICAL, INC. LEGEND AND NOTES Fig. 3 5 a 0 0 I 1 t 2 U • Moisture Content 4.8 percent Dry Density 105 pcf Sample of: Clayey Silty Sand From: Boring 1 at 2 Feet Expansion upon wetting 0.1 1.0 10 APPLIED PRESSURE -- ksf 100 100 798 HEPWORTH -- PAWLAK GEOTECHNICAL, INC. SWELL—CONSOLIDATION TEST RESULTS Fig. 4 I., 0 1 2 kt ..i 3 a 1 4 U 5 6 7 8 9 Moisture Content MI 12.5 percent Dry Density - 85 pcf Sample of: Calcareous Sandy Clay Matrix From: Boring 1 at 5 Feet .- Compression upon wetting J 1 a 0.1 100 798 1.0 10 APPLIED PRESSURE — ksf HEPWORTH — PAWLAK GEOTECHNICAL, INC. SWELL—CONSOLIDATION TEST RESULTS 100 Fig. 5 a 0 1 d Z m O U N a U w cc U w >- w - C.9 o w H bC ct J~ m O. o 1— Cr CC a o 2 a � w N Z • 11 I Y NW m 1 Silty Clayey Sand Calcareous Sandy Clay Matrix e F i 4 -"'o u v x tQg Q O NATURAL MOISTURE CONTENT I%1 CO 4 N i i ; N in o BATTLEMENT MESA SERVICE ASSOCIATION ARCHITECTURAL COMMITTEE APPLICATION & CHECKLIST (for New Home Construction projects) Homeowner: _ IM 4. �.y Home Mailing Address: i pLUt- . - LPJE- VANQAC E.1 CO _ $kIs35 Home Phone: 285-- 1VI Work Phone (if desired): 9 "-Tr-s' Project Address: OCAS 1-kAs ric-10121--'. Lot: 14 Block: 4 Subdivision:l'A,OI.kaMELST CQFf.� Production Homeplan Name (if applicable): Homebuilder: \l Co43 -rQ CC Obi NE/. a�tL Z w,t.1._ FSE. TWL GrooestL co nvcto) Business Mailing Address: 1"140 04D 1..-VENc1 Ca,Sr\Et Co $11.X1 Business Phone: eZ_ 252$ Fax (if desired): Submittal Date: V? 2°01 Estimated Start Date: MA OS, 2001 Estimated Completion Date: %1uL.1 'Z.00j SUBMITTAL REQUIREMENTS: Two copies each of items 1, 2 & 4 need to be submitted. (Check -off items attached to the Application. Fill in spaces as indicated.) I. Site Plan Drawing (1"=10' or l"20' scale) with the following information shown: Lot, Block & Subdivision name. �( Street Address of Project. Building Setback Lines (also fill-in the shortest distance between property line to the exterior wall closest to that property line). Please be aware that all Buildine Setback Lines are taken from your Property Line Pins !! Your Property Line is not the Curb Line !! Front Setback: Left Side Setback: Right Side Setback: Rear Setback: Dwelling Unit Garage 14,11/ ~MEA 26+/— feet feet +f_ feet feet --TCW: feet feet ?V''/- feet feet .... Utility Easements. 55' Clear Site -Line at Intersection Corner Lots. Site Grading Elevations & Drainage. First (main) Floor Height in relation to top of street curb at front -center of lot. Driveways (include width of driveway), Walkways, Patios, etc. N A Outbuildings a:tbtnsaac.ap2,draft031693 Page 2 of 5 2. Architectural Drawings (I/4" = 1' or l/3" = l' scale) with following information shown. FIoor Plan(s) with overall dimensions (till -in the following square foot areas). First Floor Finished Living Area: MA square feet Second Floor Finished Living Area: 46k square feet Lower Floor Finished Living Area: ►J!A square feet Total Finished Living Area: 111.4 square feet Total Unfinished Living Area t.I1A, square feet Garage Area: 4e:4 square feet Building Elevations Plans indicating doors, windows, exterior materials, building height, roof pitch, roof -mounted evaporative coolers, etc. (fill-in maximum height below). Maximum building height to highest ridgeline or building structural projection 2S41-- feet above top of street curb elevation at front -center of your lot. Engineered Foundation Plan. Niq Outbuildings indicating dimensions, elevations and overall height to ridgeline. 3. Exterior Materials (fill-in the selections below): lfAvh4z. rfa�r�� I X Roofing MaterianA -tY4 P,S 1A+L1 VA%1401E. Color: OCap Pi a 1! rt g 5 • t Wi♦Wil WAWA •-.. - ► y�►�►. at as Masonry Material: - Stucco Material: l(2# PoVR41100 VekaqC OQ.yvtt' Front Door Material: r%-R‘LASS Garage Door Material: STEEL Arcadian SW2236 a:Ibmsaac.ap2.draft031698 C, C• lo A• ' •1A : A S� . - A ,. MIWIVAVI IWI l �r: ,•'� Q. N Color: :olor: ppyvt`r 44 3SO Co- avE. MoOSSE ca.T Color: Svc) 2231.4 Color: SW 2c $O 1 #380 Chocolate Mousse yj 'LE COLOR SAMPLE COLOR SAMPLE 4. Landscape/irrigation Plans with the following information: _ Planting Plan (indicate areas of irrigated lawn, tree placement, shrub beds, groundcover, etc.). Plant Material Listing by species of trees and shrubs. Groundcover Material with weed control barrier. Fences. AT TAIS i►r-lE �'tLQE) VIN Other Landscape Improvements (decks, site lighting, flag poles, etc.). 5. Application Fee (payable to Battlement Mesa Service Association Architectural Committee): The BMSA/AC may require the applicant to pay directly, or to reimburse the BMSA/AC for payment of, any fees of outside consultants or any costs incurred by the BMSA/AC in its research, review or consideration of this application (per Section 9.6, Amended and Restated Declaration). IfWe hereby acknowledge and understand that our failure to complete Homeplan or Improvement Projects or Landscaping Construction within the time constraints noted in Conditions 2. & 3. on Page 5 of this Application will result in a Notice and opportunity for a Hearing before the BMSA Board of Directors, and if IfWe are found in violation of these Conditions at the Hearing will result in a fine to the Owner of not less than 5500.00 per month for each full month in excess of the allotted completion time frame. IfWe hereby acknowledge that Homeplan or Improvement Projects or Landscape Construction features which are built in non-conformance with this full application, including the Conditions of Approval noted on Page 5 of 5 herein, ifWe will be cited by the BMSA/AC in written citation form at the time of discovery. In extenuating circumstances a Variance may be requested from the BMSA/AC, provided such Variance request item is within the purview and approval jurisdiction of the BMSA/AC. If a Variance is not granted by the BMSA/AC and if the Non - Conforming Items are not corrected within 60 days after the date of written citation, IfWe will be served Notice and opportunity for a Hearing before the BMSA Board of Directors, and if IfWe are found in violation of these Non -Conforming Items at the Hearing will be fined a minimum of S500 per Non -Conforming item. Failure to pay fines levied as determined at the Hearings may also result in a Lien being placed on our Property or Litigation. Process initiated by the BMSA Board of Directors to secure conformance with this full Application and its respective Conditions Of Approval. IfWe further acknowledge that any subsequent field changes which If"Ve may desire to the Homeplans or Improvement Projects of this original Application Submittal and the original Conditions of Approval issued by the BMSA/AC will require an additional Revised Application Submittal on our behalf, and that I/We will not proceed with any subsequent field changes until a Revised Conditions of Approval have been issued to us by the BMSA/AC. Owner's Signature(s): Builder's Signature: a:\bmsaac.ap2.draft031698 Print Name(s): t't - 4 Date: 21ao 1 LAu e4 eIOt+ J / Date: 4 f ?NIf Print Name: Page 4 of 5 Date: 4 This portion of the Application Form to bel Architectural Committee (not the A CONDITIONS OF APPROVAL 1. No sitework or building construction may proceed on any Lot (including n grade alteration, storing of material, foundation excavation, extension of under has received a Project Approval from the Architectural Committee and h required by Garfield County for New Home or Renovation projects). 2. All general building and site improvements construction for any Project shal a Certificate of Occupancy from the Garfield County Building Dept. no late date of this Architectural Committee Aooroval. 3. The completed landscaping and revegetation of the improved Lot, to speciff, yard areas, shall be completed no later than six (6) months from the d additional maximum four (4) month extension may be granted by the Arc of Occupancy was issued shortly prior to the non -growing winter months s; not diligently proceed; however, in any event, the landscaping construction.' ten (l0) months from the date of Certificate of Occupancy. 4. 5. 6. 7. 8. 9. R-ECEIPT 00 -1123ni m a c rn 0 z< z n 8 z -i 0 1 BMIIMit., wow= 0 0 r r r V r • 1 • n m a a • Applicatio By: I (Initialss of hitectura1yimittee Members): Application Approved for Construction subject to the above conditions: (c By Chairman: • Date: az��Joi Date: bicp,iO4-°1 algia Application Denied (Initials of Architectural Committee Members): By: Application Denied: By Chairman: Date: a:\bmsaac.ap2.draft031698 Page 5 of 5 INSPECTION WILL NOT BE MAGE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO c) -,..t2 .01 Date Issued.,40. Zoned Area Permit No 99ox. AGREEMENT In consideration of the issuahq a of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector and IMMEDIATELY BECOM NULL A D VOID. UseSt 3xoe 4tt di( sP (i Nod Address r Leal Description Owner \A 11 This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing '? - 2 ) - / / . t_.,. __.„\ Foundation y:_ Z) _c ,; ,, Underground Plumbing Insulation E- ) 0_ I (1 .,,,,, , Rough Plumbing S i a/ sl Drywall 6 _iz-a ( (am Chimney & Vent if, Electric Final (by St Inspector) 9f_ arp 1 'J Gas Piping E....24 t1/ Final ag _10_01 Electric Rough (By State In ector) Septic Final Framing $—z/ -D/ (To include Roof in place andWindows and Doors installed). Notes: p r ow en n R w L 5 t° Ae2 r r tSU(. 4-9 v , 1 c. (/GF( T S 19 P (- A N YL V( e 4/ ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. Phone 384-5003 THIS PERMIT IS NOT TRANSFERABLE 109 8th Street County Courthouse Glenwood Springs, Colorado. DO NOT DESTROY THIS CARD APPROVED Date, By ))) (gni IF PLACED OUTSID ER WITH CLEAR PLASTIC