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Home My WebLink AboutApplication- PermitGarfield County Building & Sanitation Department 108 8`"' Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 NO.G'IC:iptS Job Address 1p as ga G LADS Nature of Work Building Permit J� 0) _ Q Q "' 013 Use of Buildin Owner Contractor (.A_ S _ II _/ 4 rimer; t_ e r✓• �{ Amount of Permit $ Date SH O - 39 Clerk Permit No: GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8'° Street, Suite 201, Glenwood Springs, CO 81601 Phone: 970-945-82121 Fax: 970-384-34701 Inspection Line: 970-384-5003 9095. ParceVSchedule No: c 3c1 7 0 it -00 -0(3 AGREEMENT PERMISSION 1S 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 ISSSUANCE OF THIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PLRSUANT TO AUTHORITY GIVEN IN 3028.201 CRS A5 AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PIANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIEID COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Garfom.003 aKiREBY ACKNOWLEDGE THAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE HNIT7ALY. 71"2 =1 Citait 4 '15 .cc Job Address: �-C^ Z t / _ Sa F+ -r Hyl•/ Q ` of 'b J b I l� I Lot No: Block No: C Subd. / Exemption: 2 Or: r: 7w,.al3. Kictatc—t. Address 'i4o.6r,1.2cft7 Ph: 47o-3117-7co7 Wk Ph: 9445-oz19 3 tr�actor: ,--1l Ski lJ F wxe-2— Address: 5As�.� Ph: Lic. No. 4 Arphitep[/Engineer: 14 N Geo -C. 4 Address: Ph: Lic. No. 5 Sq. Ft. of Building: Sq. Ft. of Lot: Height: No. of Floors: 6 Use of Building: 7 Describe Work:Seamt ) �D41N6 WALL - A` 1—e Vi/ I• S 8 Class of Work: o New at- Alteration To L �t ❑ Remove o Addition ❑ Move 9 10 Garage: N jk o Single ` o Double Carport: o Single o Double o Driveway Permit r /A. o On -Site Sewage Disposal o Site Plan /Y( (Septic) 11 Valuation of Work: $ $ q0„ 0 v, tLo s Zx2IK(o �.�cc� -jV Adjusted Valuations: $ �(D. CD 12 Special Conditions: NOTICE ^A SEPARATE ELECTRICAL PERMIT IS REQUIRED ISSUED BY THE STATE OF COLORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OR AUTHORIZED 15 NOT COMMENCED WITHIN 180 DAYS, CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND APPLICATION AND KNOW THE SAME TO BE TRUE AND PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK COMPLETED WITHIN WHETHER SPECIFIED HEREIN GRANTING OF A PERMIT DOES NOT PRESUME TO TO VIOLATE OR CANCEL THE PROVISIONS OF ANY LOCAL LAW REGULATING CONSTRUCTION OR THE OFC.. NI • " A 1% N —` ' AND MUST BE CONSTRUCTION OR, 1F FOR A EXAMINED THIS CORRECT. ALL WILL BE OR NOT. THE GIVE AUTHORITY OTHER STATE OR PERFORMANCE 2!t_, DA Plan Check Fee: I Permit Fee: 11 /� I' Q.C"(� / �7 fff JJ r t Total Fee: Dated Permit Issued: L //4 Z(p OCC Group: L (_}'-2 Const. Type: Zoning: Setbacks: Manu. Home: ISDS No. & Fee: ►Giiiiskoo BLDG DE4S APPROV ATE APBRP AGREEMENT PERMISSION 1S 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 ISSSUANCE OF THIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PLRSUANT TO AUTHORITY GIVEN IN 3028.201 CRS A5 AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PIANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIEID COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Garfom.003 aKiREBY ACKNOWLEDGE THAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE HNIT7ALY. 71"2 =1 Citait 4 '15 .cc The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. A complete bathroom, with washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all 1997 UBC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made; 8. A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, where applicable. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy use and issuance of a Certificate of Occupancy for the dwelling under building permit # Signature`-' Date Bpcont03/2004 G He Pttech HEPWORTH - PAW LAK GEOTECHNICAL April 26, 2004 Terry Kramer P.O. Box 2097 Glenwood Springs, Colorado 81602 - 314 -'1 ml Hepworth-Pawlak Geotechnical, Inc 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 970-945-7988 Fax: 970-945-8454 emait: hpgeo®hpgeotech.com Job No. 104 319 Subject: Review of Retaining Wall Construction, 6702 Highway 82, Garfield County, Colorado Dear Mr. Kramer: As ;e..tueSted, a representative of Hepworth Pawlak Geotechnical, Inc. met with you at the subject site on April 20, 2004 to review the existing wall construction. The conclusions and recommendations presented in this report are based on our field observations, construction details provided by you and our experience with similar projects. The review was performed in accordance with our agreement for professional engineering services to you, dated April 20, 2004. We understand that our report will be submitted to Garfield County for building permit considerations. Site Conditions: The retaining wall/parking area is located on a steep, southwest facing hillside. Single story commercial buildings are located on adjacent properties downhill of the site. A dry natural drainage channel, between 4 to 6 feet deep, follows the south (downhill) side of the wall. Grading to level the parking area involves cuts up to about 18 feet at the northeast corner and fills up to about 12 feet at the southwest comer. Vegetation consists mainly of pinon trees and sage brush on the steep slopes and along the drainage. Eagle Valley Formation bedrock is exposed in the western part of the cut face. Retaining Wall Construction: The wall consists of dry stacked, concrete blocks placed end-to-end with a total wall height ranging between 2 and 12 feet that retains the downhill (fill) side of the parking area. The concrete blocks are pre -cast with a key and groove and have a nominal size of 2 feet wide by 6 feet long by 2 feet high. The concrete used in the blocks is what's returned to the supplier and likely variable in strength and quality, but considered suitable for this application. The key and groove follow the center of the entire block to achieve an interlocking affect when stacked. The first course of blocks was embedded up to about 2 feet in the natural soils and stepped up the slope to keep the course level. Wall batter at an effective angle of 1 horizontal to 4 vertical was achieved by placing subsequent backs behind the tongue of the lower block. A fill depth of between 1 to 3 feet has been placed along the toe of the wall. Backfill consists of mixed on-site soils and bedrock fragments obtained f,om the cut ctortion of the lot that resulted in a silty sandy gravel with cobbles. Gradation test results per(orned ori a hulk sample (pious 5 inch 6 action) 01 the wall backfill are presented on E igore 1. he fill was reportedly placed in 2 foot loos: lifts and compacted with a Parker 303.841-7119 • Colorado Springs 719-633-5562 • Silverthorne 970-468-1989 Terry Kramer April 26, 2004 Page 2 trackhoe bucket and track -packing methods. Moisture was not added to the fill, except from the natural recent rains. Conclusions and Recommendations: Based on our understanding of the construction methods and field observations, the block retaining wall appears to be generally stable in its current dry condition. Wetting of the backfill and foundation soils could cause critical stability conditions and excessive wall deflection. The joints between the blocks will tend to relieve hydrostatic pressure, but wetting could cause softening and reduction of the backfill strength. Water should not be allowed to flow over or pond near the top of the wall. Surface runoff from the uphill, steep slopes should be diverted at the uphill edges of the parking area. Long-term settlement of the deep fill is possible, even if the material is properly placed and compacted. Heavy loads should not be placed within 10 feet of the top of the wall. The wall should be periodically monitored such as by level survey and plumb lines for any signs of distress or on-going movements. If you have any questions or need further assistance, please call our office. Sincerely, HEPWORTH - PAWLAK GEOTECHNICAL, INC. Trevor L. Knell Reviewed by: Steven L. Pawlak, P.1 *: 15222 , i se tee ifi ,04 ;_ 4. .ss'ionatttCe. Iskt- Attachments Figure 1— Results TLK/ksw Job No. 104 319 2121:0131.1ail1fA1NI 4 Hit ] N 5 MN 5 W1 YM HR p MN 15 10 20 30 40 50 60 70 80 90 100 HYDFDYETEN ANALYSIS 1111E READINGS 60411N. 1911IN. 4 YIN I UN. poo 1100 U.S STANDARD SERIES p0 /3O 116 P SEW ANALYSIS M 316' CLEAR SOUARE OPENINGS 3/4* 1 1/2 3' I s• 100 001 .002 .005 .009 .019 .037 .074 .150 .300 .600 1.18 2.38 DIAMETER OF PARTICLES IN MILLIMETERS CLAY TO SLT GRAVEL 57 LIQUID LIMIT SAND 4.75 FIE 1 WNW (COARSE SAND 19 % 9512.5 19.0 GRAVEL 37.5 FRC 1 COARSE SILT AND CLAY 24 % PLASTICITY INDEX 76.2 152 203 127 SAMPLE OF: Silty Sandy Gravel with FROM: Southeast Corner of Parking Area, Cobbles (fill) 104 319 HEPWORTH—PAWLAK GEOTECHNICAL, INC. Downhill Side of Wall GRADATION TEST RESULTS 9D 50 70 60 50 40 30 20 10 0 Figure 1 No. Ctd +S Assessor's Parcel NaaelS1011 -ton- Date S.-/ o BUILDING PERMIT CARD S Address Address s Job Addre Owner - j -Q1'► l/ Contractor C •�OfO- Setbacks: Fro C Soils Footing Foundation Grout Underground Plumbing Rough Plumbing Framing Insulation Roofing Drywall Gas Piping Rear�� RH LH 0 -402 -INSPECTIONS NOTES Phone ialCt- In? Phone #94-5- nal 1 Zoning Weatherproofing Mechanical Electrical Rough (State) Electrical Final (State) FinalifiChecklist Completed' Certificate Occupancy # Date Septic System # Date Final Other (continue on back) INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS B-UIt®ING-PERMIT G (RFIELD COUNTY, COLORADO Q� Date Issued �fi�ry0L Zoned Area Permit No..../. 6 `# 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 and IMMEDIATELY ; ECOME NULL AND VOID. Last_ Use .&L' ' Vii _ - %�j%� �� Addressor Legal Descn / on JL a1• 1. L Vii, _ Owoe st rannrTerrr Setbacks Front ontractor elltuneallerr Side Side Rear This Card Most Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing Foundation Underground Plumbing Insulation Rough Plumbing Drywall Chimney & Vent Electric Final (by Sate los tor) Gas Piping Final 5:_2_ / `b - Electric Rough (By State Inspector) Septic Final Framing (To include Roof in place and Windows and Doors installed). Notes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT 15 NOT TRANSFERABLE 109 8th Street County Courthouse Glenwood Springs, Colorado. APPROVE DO NOT DESTROY THIS CARD Date IF PLACED OUTSID - COVER WITH CLEAR PLASTIC