Loading...
HomeMy WebLinkAboutApplication- PermitJob Address Nature of Work Use of Building Owner Contractor GARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT � !Z� n T �'` � 60� —00 � I 7109 8th. Street, Suite 303 `�' No.. 8556 Glenwood Springs, CO 81601(970) 945-8212 Dq2-0 C 3?) 3 PckA<)_&LA,5. g (,35 Apo -r,1 Cm/a2Ax=t"---Klotedoei, Building Permit gie,092jvc �-e Amount of Permit$ Date (C. 70/005 GARFIELD COUNTY BUILDING PERMIT APPLICATION GARFIELD COUNTY (GLENWOOD SPRINGS) COLORADO TELEPHONE: (970) 9454212 • JOB ADDRESS: 1 PERMIT NO. INSPECTION LINE: ("m384-5003 Oda -17`l PARCEII,ISCI•IEDULE NO. 7-4x1.9 )Pao .8"4 $1 C LOT NO. A. BLOCK N 2 3 4 5 6 7 OWNED. A/ev,Ale661,41,65 4.4,6R Lfecke42_. APAZELLECT/EN� SQ. FY. OFEFEDINd 246,f TYPE OP WELDING DLSCSTBE WORK: ADD2R38;6 ,LY14/4 SUBDIVISION/EXEMPTION 4 P Z - 7-4 ADDRESS ADDRESS 54.41 SQ. FT. OFLOT -664 Tao 1 P�F LIC NO: PIE LICNO: NO. OF FLOORS /J cm. tQ .mak 4t aleut-ect 4404444-02. 6 Ai kimzeid- 8 CLASP OFIVORIL DADDIIWN c:ALTIL MiION OMOVE LREMOVE 9 rkM1RAOR: EIS LL LILLS oOOUSi.0 CARPORT, oaiNOLE aIl(lO8I8 - 10 R1VENVAYPERMIT 449/ S.6.1113 SEWAGE DISPOSAL (PEPTIC) VALUATIONO PNYCRK:S ADNSFEDYALVA7ION;; SPEC/ALCgIIIHDONS: 111 PLAN L2413/ /750 op NOTICE A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY TIME STATE OF COLORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS N04' COMMENCED WITHIN 180 DAYS, OR. IF CONSTRUCTION OR. WORK I5 SUSPENDED OR ABANDONED FORA PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THIS SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNI IGTHIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR. NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE 0 CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW ' I a CONSTRUCTION OR TEE PERFORMANCE OF CONS ' C1ZON. PLAN CHECK FEE: 37q. o� PERMIT FEE: 583.I.r- TOTAL FEE: 1512..2.0 DATE PERMIT ISSUED: OCC: GROUP: R- 3 c.1-1 CONST: TYPE: Al ZONING SETBACKS: • MANU.HOME: ISDS NO. FEE: 400' AGIUIEMENF£ PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR. OR OWNER TO CONSTRUCT TIIE STRUCTURE A. DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY TEE BURDINQDEPARTMENT. IN CONSIDERATION OP THE ISSUANCE OF THIS PERMIT, TBE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED B' GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28.201 CRS AS AMENDED. TETE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULL' COMPLIED wail IN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF 11 -IE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BE REVOKED BY NOTICE FROA THE COUNTY ANDTHAT THEN AND THERE IT SFLALLBECOME NULL AND VOID. THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUT DING OFFICIAL FROM THEREAFTER REQUIRING TUI CORRECTION OF ERRORS IN SAID PIANS, SPECIFICATIONS ASND OTHER DATA OR FRO PREVENTII\TG BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN ]t VIOLATION OFTHIS CODE MANY OTIIER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCED TIiERRAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF AN' RESPONSIBILITIES OIL LLABILIDES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR. DISCREPANCIES.. THE RESFONSIBIFITY FOR THESE ITEMS AND IMPLEMENTATIO1 DURING CONSTRUCTION RESTS SPECIFICALLY WITIITHE ARCHITECT, DESIGNER, BUILDER AND OWNER. COMMENTS ARE INTENDED TO -BE CONSERVATIVE AND IN SUPPOR' OF THE OWNERS INTEREST. GeLConn003 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEME1 T ABOVE. (INITIAL) of4 4:•1(1P- 0,31 \ic.71) Chu( VALUATION/FEE DETERMINATION Applicant L. 7u ALL 110 Subdivision Ofigfenier - (1/1aP r� Address (y 30 27, Lot/Block Date 0-1 (e)'0,1, Contractor Pvcje€' ecder Finished (Livable Area): Main Upper Lower Other Total Square Feet Valuation Basement: Unfinished 1 O2 ` �j 1 Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Crawl Space: 28,1 2 - Valuation 832 6 14, 97e Valuation Decks/Patios: Covered Valuation Open Valuation Total Valuation 37S Building Permit Fee Plan Review Fee 379. 0 Total BP & PR 962,20 4,4 rk... sFT1c 40©, 00 15`0, 0'0 ,aL-sx.. 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each comer of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or more must be show? on site plan. Yes l,/ 2. Does the site plan when applicable include the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? This information must be certified by a licensed surveyor with their stature and professional stamp on the design. Yes �/ 3. Does the site plan include any other buildings, setback easements and utility easements? Yes L 4. Does the site plan indicate the location and direction of the County or private road accessing the property?� Yes 5. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered design? Yes 6. Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? If you do not have written permission from the association, do you understand that the plan check fee will not be refunded should the architectural committee deny or reject your l,�ilding plans? Yes No /�/ 7. Will this bet only residential structure on the parcel? Yes No If no -Explain: 8. Have two (2complete sets of construction drawings been submitted with the application? Yes 9. For the placement of a manufactured home, have the following been specified? The size of the unit (min. 20ft. x 20ft.); live roof load (min. 40# could be more depending on elevation ofproperty); wind design (min. wind speed of 80 mph & 151b. wind load); foundation design; method of anchoring? Yes 10. Have you designed or had this plan designed while considering building and other construction code requirements Yes V No 2 4- 11. 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 12. Do you understand that approval for design and/or construction changes are required prior to the applicaV these changes? Yes No 13. Do you understand that the Building Department will collect a"Plan Review" fee from you at the time of application and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or "Septic Syst " fees required, at the time you pick up your building permit? Yes No 14. Are you aware that twenty-four (24) hour notice is required for all inspections? Inspections will be made from Battlement Mesa to West Glenwood in the mornings and from Glenwood Springs to Carbondale in the afternoons. All inspections must be called in by 3:30 p.m. the day before. Failure to give twenty-four (24) hour notice for inspections will delay your inspection one (1) day. Inspectii ns are to be called in to 384-5003. Yes l/ No 15. 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 e building? Yes No 16. 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 necessa You can contact the Road & Bridge Department at 625-8601. Yes No 17. 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 F/ No 18. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Schedule Number for the lot you are applying for this permit on prior to the issuance of a building permit") Your attention in this is appreciated. Yes1+/ No 19. Are you aware that you will need to call the State Division of Housing to have your modular inspected prior to the County building department doing their final inspection? The State will charge a fee for this inspectio Yes No 3 Y hereby acknowledge tharI have read, understand and answered these questions to the best of my ability. Phone: 9c/ -- 3 / Z f (days); Project Name: te-iC66 Project Address: Notes: /6 -3 - Date -. Date (evenings) If you have answered "No" on any of the questions, you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review, delay in issuance of the permit or delay in proceeding with construction. bpreqmh 08/02 4 Garfield County Road and Bridge Department 902 Taughenbaugh Blvd., Ste 305 Rifle, CO 81650 Phone -(970)625-8601 Fax- (970)625-8627 Invoice Date: Invoice 9/10/2002 Invoice Number: 46 Bill To: Kevin & Tammy Leuellen ,co Driveway Permit Number: $15.00 per Driveway Permit. Driveway Permit Fee: 46 $15.00 Total Due: Thank You! $15.00 Garfield County Application for Driveway Permit Application Date: 9/10/2002 Permit Number:46 Termination Date:10/10/2002 County Road Number: 303 District: 3 Sub -Contractor: Permitee: Kevin & Tammy Leuellen Inspector: Jake Mall Kevin & Tammy Leuellen hereby requests permission and authority from the Board of County Commissioners to construct a driveway approach (es) on the right-of-way off of County Road, 303, CR 300 & CR 303 intersection, adjacent to Applicant's property located on the side of road for the purpose of obtaining access to property. Applicant submits herewith for the consideration and approval of the Board of County Commissioners, a sketch of the proposed installation showing all the necessary specification detail including: 1. Frontage of lot along road. 2. Distance from centerline of road to property line. 3. Number of driveways requested 4. Width of proposed driveways 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. 7. Setback distance of building(s) and other structure improvements. 8. No unloading of equipment on county road, any damage caused to county road will be repaired at subdivision expense. 9. Responsible for two years from the date of completion. General Provisions 1) The applicant represents all parties in interest, and affirms that the driveway approach (es) is to be constructed by hire 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. 2) The applicant shall furnish all labor and materials, perform all work, and pay all costs in connection with the construction of the driveway(s). All work shall be completed within thirty (30) days of the permit date. 3) 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 inspection and approval of the Board of County Commissioners or their representative. 4) The traveling public shall be protected during the installation with proper warning signs and signals and the Board of County Commissioners and their duly appointed agents and employee shall be held harmless against any action for personal injury or property damage sustained by any reason of the exercise of the Permit. 5) The Applicant shall assume responsibility for the removal or clearance of snow, ice, or sleet upon any portion of the driveway approach (es) even though deposited on the driveway(s) in the course of the County snow removal operations. 6) In the event it becomes necessary to remove any right-of-way fence, the posts on either side of the entrance shall be surely braced before the fence is cut to prevent any slacking of the remaining fence, and all posts and wire removed shall be turned over to the District Road Supervisor of the Board of County Commissioners. 7) No revisions or additions shall be made to the driveway(s) or its appurtenances on the right-of-way without written permission of the Board of County Commissioners. 8) 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. Special Conditions: 1. Driveway to be 40' wide with gravel extending back 50' from chipseal. 2. All trees and brush must he cleared back 200' on both sides of the driveway. 3. No more than 3% slope away from County Road. 4. Construct so no drainage accesses County Road from driveway. 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 driveway(s) in accordance with the accompanying specification plan reviewed and approved by the Board of County Commissioners. Signed: Address: Telephone Number: Permit granted 9/10/2002, subject to the provisions, specifications and conditions stipulated herein_ For Board ofCoun Commissioners' of Garfield County, Colorado: .v Representative of Garfield County Road and Bridge Signature Special Provisions for Excavation of Road Surface and Installation 1) Any oversized material, (larger than 10 inches in diameter), that is not utilized in backfill will be hauled off by permitee. 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") hot mix asphalt patch. Temporary patch with cold mix asphalt would be allowed, which would be replaced with hot mix asphalt when the weather or availability of materials allow 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 seal coats will overlap edges by a two of the roadway in the vicinity of the excavation. Asphalt hot mix or cold patches will be completed in a maximum of five (5) 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, wing wall, or culvert. 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 100 feet of the working area of the trench, and shall be barricaded with warning devices after dark. A 3 foot high orange plastic fence will be installed daily to keep livestock out of the open trench after hours. 7) In areas being disturbed where vegetation is established, reseeding with a mixture either by broadcasting, drilling and mulching with seed mixtures suitable to the climatic conditions or existing vegetation will be performed. Use only certified weed -free seed. Noxious weed control will be ongoing along with revegetation. 8) The permittee should check the R -O -W of surrounding landowners to see if other permits are required, i.e., BLM, Forest Service. .wz,4 Representative for Garfield County Road and Bridge Kevin & Tammy Leuelle Specifications 1. A driveway approach is understood to be that portion of the county road right -of way between the pavement edge and the property line that is designed and used for the interchange of traffic between the roadway and abutting property. 2. At any intersection, a driveway shall be restricted for a sufficient 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 county road in order to maneuver safely and without interfering with county road 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 county road right-of-way. S. Generally, no more than one approach shall be allowed any parcel or property the frontage of which is less than one hundred (100) feet. Additional entrances or exits for parcels having a frontage in excess of one hundred 100) feet shall be permitted only after showing of actual convenience and necessity. 6. All 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 county road 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 on the county road right-of-way is specifically prohibited. Commercial establishments for customer vehicles should provide off -the -road parking facilities. 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 ten percent (10%). 11. All driveways and approaches shall be so constructed that they shall not interfere with the drainage system of the street or county road. The Applicant will be required to provide, at his own expense, drainage structures at entrances and exits, which will become an integral part of the existing drainage system. The Board of County Commissioners or their representative, prior to installation, must approve the dimensions of all drainage structures. Note: 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. 1. Pmt Owner: 2. Address: 3. Phone No: 4. County Rd. No. Driveway Permit Form /v e c,8r•esS Fax No: 5. Location of driveway: tr+�le- ea -51 -C C,e o4 C4 30.-141.71. 6. Width of driveway: 30 -foot ❑ 40 -foot ® other 7. Culvert required: Yes 0 No t 8. Size of culvert required: 12 -inch -❑ 15 -inch 0 184nch 0 other 9. Length of culvert required: 30 -foot 0 40 -foot ❑ other 10. Asphalt or concrete pad required: yes 0 No ig 11. Size of pad: 30 -foot wide X 10 -foot long X 4 -inches thick: Yes 0 12. Size of pad: 40 -foot wide X 10 -foot long X 4 -inches thick: Yes ❑ 13. Size'ofPad: other 14. Gravel portion required: Yes lj No 0 15. Length of gravel portion: 40 -foot ❑ 50 -foot ® 100 -foot 0 16. Trees, brush or fence removed for visibility: Yes ® No 0 17. Distance and direction from driveway to be cleared: 2 cl J eo' 5k Q -P 4yi 16'e-cui of 18. No more than 3% slope away from County Rd: 19. Constructed so no drainage accesses County Rd. from driveway: 20. Person issuing permit: 21. District permit issued in: 1 0 2 0 3 Date: Gtech September 13, 2002 Tammy Leuallen 2610 East Avenue Rifle, Colorado 81650 Hepworth-Pawlak Geotechnical, Inc. 5021) County Road 154 Glenwood Springs, Colorado 81601 Phone: 970-945-7988 Fax: 970-945-8454 hpgeo@hpgeotech.com Job No. 102 594 Subject: Observation of Excavation, Proposed Residence, South of 0318 County Road 303 (Gardner Lane), Garfield County, Colorado. Dear Ms. Leuallen: As requested, a representative of Hepworth-Pawlak Geotechnical, Inc. observed the excavation at the subject site on September 5, 2002 to evaluate the soils exposed for foundation support. The findings of our work and recommendations for the foundation design are presented in this report. The work was done in accordance with our agreement for geotechnical engineering services to you, dated August 27, 2002. The proposed residence will consist of a single story manufactured structure over a walkout basement/garage. Ground floor will be slab -on -grade. Spread footings sized for an allowable soil bearing pressure of 1,000 psf were assumed in the design. At the time of our visit to the site, the foundation excavation had been cut in two levels from 4 to 7 feet below the adjacent ground surface. The soils exposed in the bottom of the excavation consisted of sandy clay with scattered basalt gravel, cobbles and widely scattered boulders. Results of swell -consolidation testing performed on samples of clay taken from the site, shown on Figs. 1 and 2, indicate the soils have low compressibility under existing moisture conditions and light loading and a minor to low collapse potential (settlement under constant load) when wetted. The samples showed moderate to high compressibility upon increased loading after wetting. No free water was encountered in the excavation and the soils were slightly moist to moist. Considering the conditions exposed in the excavation and the nature of the proposed construction, spread footings placed on the undisturbed natural soil designed for an allowable soil bearing pressure of 1,000 psf should be adequate for support of the proposed residence. The exposed soils tend to compress when wetted and there could be some post -construction settlement of the foundation if the bearing soils become wet. The amount of settlement would depend on the depth and extent of subsurface wetting and could be 1 to 2 inches or more. Footings should be a minimum width of 20 inches for continuous walls and 2 feet for columns. Loose and disturbed soils in footing areas should be removed and the bearing level extended down to the undisturbed natural soils. Exterior footings should be provided with adequate soil cover above their bearing elevations for frost protection. 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 Tammy Leuallen September 13, 2002 Page 2 for on-site soil as backfill. A perimeter foundation drain should be provided to prevent temporary buildup of hydrostatic pressure behind the walls and prevent wetting of the lower level. An impervious membrane such as 20 mil PVC should be placed beneath the drain gravel in a trough shape and attached to the foundation wall with mastic to prevent wetting of the bearing soils. Structural fill placed within floor slab areas can consist of the on-site soils compacted to at least 95% of standard Proctor density at a moisture content near optimum. Backfill placed around the structure should be compacted and the surface graded to prevent ponding within at least 10 feet of the building. The recommendations submitted in this letter are based on our observation of the soils exposed within the foundation excavation and do not include subsurface exploration to evaluate the subsurface conditions within the loaded depth of foundation influence. This study is based on the assumption that soils beneath the footings have equal or better support than those exposed. The risk of foundation movement may be greater than indicated in this report because of possible variations in the subsurface conditions. In order to reveal the nature and extent of variations in the subsurface conditions below the excavation, drilling would be required. It is possible the data obtained by subsurface exploration could change the recommendations contained in this letter. If there are any questions or if we may be of further assistance, please let us know. Sincerely, HEPWORTH - PAWLAK GEOTECHNICAL, INC. Jordy Z. Adamson, J Rev. by: DEH JZA/ksw attachment H -P GEOTECF{ 0 1 Compression Cn -P 64 6 7 8 9 0.1 Moisture Content = 10.5 percent Dry Density = 80 pcf —200 = 57 percent Sample of: Sandy _Clay with Gravel From: Footing Grade Compression upon wetting 1.0 10 APPLIED PRESSURE — ksf 1 100 102 594 I HEPWORTH-PAWLAK GEOTECHNICAL, INC. SWELL CONSOLIDATION TEST RESULTS , Fig. 1 Compression Compression upon wetting J 1.0 10 APPLIED PRESSURE — ksf HEPWORTH-PAWLAK GEOTECHNICAL, 1NC. 100 SWELL CONSOLIDATION TEST RESULTS Fig. 2 Moisture Content = 13.5 percent Dry Density = 85 Pcf Sample of: Sandy Clay with Gravel From: Footing Grade Compression upon wetting J 1.0 10 APPLIED PRESSURE — ksf HEPWORTH-PAWLAK GEOTECHNICAL, 1NC. 100 SWELL CONSOLIDATION TEST RESULTS Fig. 2 .114 Vv- fw* 12:25 , �;�s 33B 920 t;i!>i wN Ho ~ ,i �y pry � z72 ?MIMED D(t. i N f ��11& ' rlCfl s1u JUN 2 �r STATE OF COLORADO •I/95, )IVJSION OF HOUSING Fee dile with applicatcion - Ne1c aut:.ject co recuri1 Name rat Manufacturer • daze mailing Addraaa tbp. 3 i '=on.cacZ Person 3030 ksxzC S:reet Maressi Plant 1.D. .ume r plant Telephoner --------i Nome of Taepeccicsn Ageacy end mailing Rde*>x • i Za813¢4- lam (8o0) Te a ho (z "34to ' Igoe) Telephone __-re_ _'_... .�+• .. lentillcE-5i -, --1tz3 P. +D. 34) g,3720 (800) at�lr a a� p 'pD� Model l sacs; pcioa Product Name USG g I.ta -.e" eiromemomoktoomrso RoCT.11.,1Vg WAD 4,5 bo 17.a vs' cilgD DitkIas a sp $ 4eaal±ey Axsurasrta MGanuoi . ri.Lzg Fire : , Single, Tarafl ' no= ,ammt:al ,Itt Wootu&1 roe L. a=.or Ideratie-al P1sr. Appa:p 12 muabeoleo - ,011..1 nu1.iplo titr to nano it;z tiding pie -tele ea4 &stele 1. Fix= rvltipis 440%1444 malt 1. Zrh additional multiple 4t0,31i49 Wait 3. Foca sopa :ate dwelling an.. Kit., Bath., kr.. or Corin. Thersc,_-ir,#c_ Model Pee 41 q Xgt it above Coallllin atruarus41 s`aoariep wail 5141%l ;al Aero Cadroc 1 1"s,1uJ:a,elcuterf a tame. r,:wSter. 9rdRae * ev adt3.4. Sorm.. plane loort;f c 4 ?1 nuca Revi¢iv A4dito44:. liven 3ptl foz SING Ns APPROVED in 9W INSPECT!{ r � r .1 • AM -mar ;lie arTir r V • F TCxt. stela at smosrtto Wt Nat [._�__� t"ht�ii7XCSLF`FR CEAS:!l1►.3 Y aak3Q� agYC il+d ei.r • F..��>r r _ . Y� ` �-.. 4 1C`s�t;.L:.:1+�a r. r..w.s_ .1 +he itae pa a id mob Agi7r. ,.ts.Ctona aAsSZ Oa ,on4nr .: adeoci :o ire- sirasa rovedinsPAplane !ppLis Otak coded prelatiexe of LM Cooiz ado 11svisiees of soslAiUg. d gse'°.ur xz ea:Otamed -u ,Yig tee above plum ereveuel. AffaioesIze shall eetio 445 ate Sraiagosa atEs ad ea oadh eactmrximat s1lldAAtima t habk f.a aua,ses *it C.f10s014 alaiand .tlZyeta .ia a ihn4/4 4.1; : m :,a be weld or :elated far tali to LDa atm at cy1ozida, t77. Gly egoo Lip. 13i3 SailMha MUT. am !ie, nom. oo 4tmos (34)) a14-4 3? t Rii.4elo 'Only 7-6 ; -heom ..gtitage/iti„ 9-? gim-L90-7, 44. -a 0 z irn nr Orn 0 M Z 0 ri 3 3 INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQi D FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued.q/E1.:: Zoned Area Permit No.4.W15516 . 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, Iocation, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector and ME LATELY BECOME L AND VOID. Weigel& 015444ye, Addres ' or Legal D siriptio nr Setbacks Front Side Side Rear This Card.Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing !1- 40 -.02_ kg -k_ Foundation 11..16-...02..- /�/ :r0ZUnderground UndergroundPlumbing 11_ 2...5:0 Z km Insulation j ,.2,y'., 92 ic-, Though Plumbing r.. 2 2/-0 3 plc fw, Drywall 1-'Nc _ ( ,C1-rvx. Chimney & Vent Electric Final (by State Inspector),2-;-63G Gas Piping ) 11„..03 6:4 Final ,2,-5-03 pyy&_- Electric Rough (By State Inspector) j °o° Septic Final 12. -fol.- ArYV Framing /— VitiO3 pm._ (To include Roof in face and Windows - and Doors installed). otes: . -•n"t/44 otor'.- t,,,�sgn aTe ALL LISTED -ITEMS MUST BE INSPECTED AND APPROVED FORE COVERING - • - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE ,7Elione.354-56(i3, 1-109 Sth Street County Courthouse Glenwood Springs, Colorado. APPROVED DO NOT DESTROY THIS CARD 43. Date By IF PLACED OUTSIDE'-. COVER WITH CLEAR PLASTIC