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Home My WebLink AboutApplication- PermitNo. 5784 GARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 81.11 Street Suitc 303 Glcnwood Springs, Colorado 81601 (303) 945-8212 JobAddress 0193 Mountain Meadows, Aspen Glen, Carbondale Nalulc ofWork Building Permit UscofBuddinp Single Family Dwelling w/Triple Garage Owner Michael Pines/Tom Joiner Contractor Michail Pines Amount of Permit $ 1,761 1 L Permit: 1067.36 Plan : 693.78 Paid $870.67 12-28-95 Dan: February 7, 1996 S. Archuleta Clcsk BUILDING PERMIT APPLICATION _ OARFIEL , COUNTY, COLORADO Applicant to complete numbered spt P aces only. � PERMIT NNO.S � PARCEUSCHED NO. Joe ADDRESS 01q3 Jcsr /QC -N 6/'�.V/ k / `�E/d C. ' /7 Ara c..4% 1 LEGAL DESCR. LOT NO. L� 4 I ^I r BLOCK SUBDIVISION (/ 2 OWNER ! oat*, LIt -IoM �INS'S/.tbtnlGX ADDRESS �4 13 37 Z PH. 9t -3Z•SBJK. PH. 3 CONTRACTOR y�y+z?r,N�S / ADDRESS estI�oN( aALE 0 PH. 319_3t3` LICENSE NO. 4 ARCHITECT OR DESIGNER Vre.,th„N-1>P,$1LS1 ' ADDRESS Qm i�'IA,ry Nb -(e, _ PH. LICENSE NO. 5 ENGINEER -j #nu.to ADDRESS &Lyuryci.1 SAGS PH. 9lit %9C LICENSE NO. 6 SF OF BUILDING I (o2- S FOF LOT t '4 /1% c.04? HEIGHT NO. OF FLOORS 7 USE OF BUILDING S t' 8 CLASS oFWQRK: VtNEW :ADDITION :ALTERATION :REPAIR :MOVE °REMOVE rr 9 DESCRIBE WORK: 10 GARAGE SINGLE DOUBLE 'T0.Ae� CARPORT SINGLE DOUBLE DRIVEWAY PERMIT ON SITE SEWAGE DISPOSAL SITE PLAN lila 93, 7 3' 11 VALUATION Or WORK. �IPERMIT [z VAI1./.U`. 93 %r Q TeFX/7' ,y,Y PERMIT FE£I./ 047. 31f S 30e-ODO ADJUSTED PLAN CHECK FEE SPECIAL CONDITIONS: SCHOOL IMPACT FEE NO. OF BUILDINGS ON PARCEL USE OF BUILDINGS NOW ON PARCEL ,yb TOTAL Fl 7Z/. /'/ ,/ OCC. GR. CONST. TYPE NOTICE SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED NOT COMMENCED WITHIN 100 DAYS, OR IF CONSTRUCTION OR WORK I5 SUSPENDED OR ABANDONED FOR A PERIOD OF 190 DAYS AT ANY TIME AFTER COMMENCED. I HEREBY 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 BE 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 EGULATING♦C�ON`ySTRUCTION OR THE PERFORMANCE CONSTRUCTION. Owe`-� / iw_ (Dale /2-28-95 WATER SUPPLY DATE PERMIT ISSUED 02 -7-96 HEATING, SPECIAL APPROVALS REQU:REp RECEWED NOT REQUIRED IS ZONING � WORK IS KNOW HEALTH DEPT. FIRE DEPT. TO GIVE OR OF 5" - SOIL REPORT SETBACKS FLOOD HAZARD // Signature of Owner, Contractor authorized agent h2.'g r. � - rs[oo• :[ice - ove. -L _J/�! — /� —/r ‘ I6 7 �f MANUF. HOME __ ' Building Department Approvaldate P=nnlng Departm-• • al/dat: OTHER 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 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 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 P(R€HITECT, DESIGNER, BUILDER AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Garform,003I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL/) eot 132o, b./-?-a8-9S HEPWORTH-PAWLAK GEOTECHNICAL, INC. 5020 Road 154 Glenwood Springs, CO 81601 February 7, 1996 Michael Pines Builders Inc. Attn: Michael Pines P.O. Box 37 Carbondale, Colorado 81623 Fax 970 945-8454 Phone 970 945-7988 Job No. 196 113 Subject: Observation of Excavation, Proposed Residence, Lot F12, Aspen Glen, Garfield County, Colorado. Dear Mr. Pines: As requested, Hepworth-Pawlak Geotechnical, Inc. observed the excavation at the subject site on January 30 and February 6, 1996 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 Michael Pines Builders Inc., dated January 26, 1996. Chen -Northern, Inc., previously conducted a preliminary geotechnical engineering study for the development and for the preliminary plat design of Aspen Glen under their Job No. 4 112 92, dated December 20,1991 and May 28, 1993, respectively. The proposed residence is a two story wood frame structure with a full basement. Basement and garage floors will be slab -on -grade. The ground surface at the site is relatively flat. Fill from overlot grading was observed on the lot. Spread footings sized for an allowable bearing pressure of 3,500 psf and foundation walls designed for a lateral earth pressure corresponding to an equivalent fluid weight of 45 pcf have been assumed for support of the residence. The lot is not located in a subsidence area that could require special foundation mitigation design. At the time of our initial visit to the site, the excavation was in progress and cut in one level at about 7 feet below the surrounding ground surface. The garage and northern portion of the residence had not been excavated at this time. The abandoned Glenwood Ditch that had been backfilled was observed through the center of the basement excavation. The excavation was cut through the backfill exposing the natural gravels. Upon our subsequent visit on February 6, 1996, the foundation excavation was completed and had been cut in two levels from 2 1/2 to 7 feet below the adjacent ground surface. About 6 to 12 inches of existing fill appeared to underlie the footing trench excavation in the garage area. Aspen Earthmoving on-site was informed of the Michael Pines Builders Inc. February 7, 1996 Page 2 fill observed and recommended to excavate to the natural gravels. The soils exposed in the bottom of the basement excavation consisted of slightly silty sandy gravel with cobbles and small boulders. The results of a gradation analysis performed on a sample of the natural gravel (minus 6 -inch fraction) obtained from the site are presented on Fig. 1. 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 gravel designed for an allowable soil bearing pressure of 3,500 psf should be adequate for support of the proposed residence. Footings should be a minimum width of 16 inches for continuous walls and 2 feet for columns. Loose and disturbed soils and existing fill encountered at the foundation bearing level within the excavation should be removed and the footings extended down to the undisturbed natural gravel 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 Iocal anomalies such as by assuming an unsupported length of at least 10 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 45 pcf for backfill consisting of the on-site granular soils (excluding rock larger than about 6 inches). A perimeter foundation drain should be provided to prevent temporary buildup of hydrostatic pressure behind the walls and prevent wetting of the lower level. Structural fill placed within floor slab areas can consist of the on-site soils, exclusive of topsoil and oversized rock, 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. H -P GEOTECH Michael Pines Builders Inc. February 7, 1996 Page 3 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. rpC RE'G!ri- `'' r.cr'1,\.:,,..::..1),N . tip 0,1 � .•..es G , Joryr `r y Z. damson, Jr P.i 29707 1 -a z f •,r' '7/ • /9 ' . .` •...: !1 ` 1QNAL EN Rev. By: SLP JZA/ro Attachment H -P GEOTECH 196 113 34 HR. 45 MIN. 100 NYDROMEFER ANALYSIS TORE READINGS INR 16 MIN BO MIN.19M69. 4MIN. 1MN. }ye 1100 ASO 130 016 0 k 36.1/2' W 11? 3 6.0 6 U.S. sTANOANO SERIFS SEVE ANALYSIS CLEAR SOLARE OPENINGS 80 Bo 10 n 60 AO 39 10 0 1 .001 .0112 019 075 I 1.1B 2.30 416 9E0 180 37.6 116 DIAMETER OF PARTICLES IN MILLIMETERS 10 a w 60 70 W 90 190 102 162 203 127 SAND C1AY10 SIT GRAVEL. FINE 1 maxim1 COHSE ANF 1 COARSE CODES GRAVEL 66 % LIQUID UMIT SAND 29 % SAND AND CLAY 3 % PI AST1CITY INDEX % SAMPLE OF: Sandy Gravel with Cobbles FROM: Footing Grade at Northeast Comer HEPWORTH - PAWLAK GEOTECHNICAL, INC. GRADATION TEST RESULTS ig:rWIN2 t1 RV. Fig. 1 303-523-2231 JON NLD 062 P01 '74 GLENWOOD DITCH (7V BE REALIGNED) SCAM: 1'= 50' F10 / / / / / Cfr \ \r 6056 / / • / TYPICAL £ASEMEN15.' 10.0' INLAND FROM HIGH MMIER MOW OF ROARING FINK RIVER FIR ASPEN GLEN RESWENTS' flSHRIC USE 75' SCE AND REAR tor ONES FOR UTILITY AND DR/WAGE 155' ALONG PAIIMO A RODE R640 AND 1E5 FEET.ALONC AU OTHER S+NttES FCR LRILITY, REOESTRNN ACCESS AND 1./WDSCAPWC PURPOSES / / //9 r'cA/ n 40 • ARS DRAM IC 6 PREPARED F04 /LLUSATATI£ PURPOSES ONLY Any IS NOT T7 X USED FOR DESIGN/COAST HOFIESITE P12 ON MOUNTAIN MEADOW IN THE FAIRWAY FILE,- FI7 PREPARED SCHMLIESER GORDON NEVER, INC. DA1E- 2/9/95 By: Aspen Glen F l 2. 5400 Acte Date Issued 24 :6-01.JF S NOTI(.7i3 REQUIRED FOR INSPECTIONS UE 1 IT ARFIELD COUNTY, COLORADO ALonedA„. permit No *.5.7eV 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 construct • +n o . e above de cribed structure, the + ermit may then be revoked by notice fro __ , i ty ' �; ldi ctor and IMM I Y BEC ME V1 Imo, us f Address or Legal Description LJ 113 Owner . Setbacks Front Side -: d Contractor Side Rear This Card Must Be Posted So It Is Plainly Visible From the Street Until Final Inspection. INSPECTION RECORD . Zoning ' Roof Covering * Footing - Electric -Final (by STATE inspector) ::_,,�74;-_, . P_ :/-/'-' K,. Foundation „Q -/c> -9'E ,r,vr,!, Plumbing -Underground.' . Gas Piping : Heating Ventilation Frame ` - - Insulation Plumbing -Rough 5 _ • - . Drywall ... Electric -R ough (by STATE inspector) Final ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING — WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Phone 945-8212 14 9 8th Street, County Courthouse, Glenwood Springs, Colo. APPRpkt,ED DO NOT DESTROY THIS CARD