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Home My WebLink About5698 dir No. 5698 GAR7?GLD COUNTY BUILDING, SANITATION and PLANNING DISBAR 74111N7' 109 8111 St rcct Suite 303 Glenwood Springs, Colorado 81601 (303) 945-8212 0182 County Road 109, Glenwood Springs Job Address Nature of Work Building Permit Use of Build in Garage /Storage Owner Jack IZatz Contractor Frey Construction, Inc. Amount of Peril s 683.93 Dale October 12, 1995 Permit: 414.50 - -- Plan : 269.43 Paid $252.53 10 -2 -95 S. Archuleta Clerk BUILDING PERMIT APPLICATION GARFIELD COUNTY, COLO DO Applicant to complete numbered spaces / only. PERMIT NO. • y� / PARCELISC c HED NO. ^ 0 JOB ADDRESS O / 101 61r y l�..�Jcnk ) . 1 LEGAL LOT NO. BLOCK SUBDIVISION V DESCR. �/ / p :7_(�` [ r�j�( 2 OWNER JRCY kAT7_ ADDRES�r82_ (0 / WHD pF9 - 7! Q (J WK. PH. J9w8wrt. 3 CONTRACTOR - Ray C E ADDRESS TA.NNGE.2 PH915 -5/99 LICENSE NO. 4 ARCHITECT OR DE //SIIGNERLQe2y Zu t1, .f ∎DDRESSo3 fl Mb y ZI� 6-DAs pF9‘„3-2a 7 LICENSE NO. 5 ENGINEER 5- V - f' jefL5 10$O5 nf ADDRESS PI�'¢$ -/UQ LICENSE NO. • arr ?nut 6 S.F OF BUILDING (02.2> 5. S.F OF LOT 3 +,A C.- CO' HEIGHT2Z L 3 1r NO. OF FLOORS 2 7 USE OF BUILDING 451—LEI/el- 2 Coe_ G1 2 14-P L£YEt- STo 0GE 8 CLASS OF WORK: )@NEW °ADDITION zALTERATION nREPAIR aMOVE UREMOVE 9 DESCRIBE wORK: CA G E� GA W /CovezD Io2C.H n 5 t a, • (:3 c; As p41 en $ (tf.N to 'FLOOD gL.2Vptr 2`- l.avec- 's -ota 10 ` GARAGE SINGLE DOUBLE CARPORT SINGLE DOUBLE DRIVEWAY PERMIT ON SITE SEWAGE DISPOSAL PERMIT SITE PLAN n 4.7.-g 3 11 VALUATION OF W ORK: � ADJUSTED VAL.'S 9 75 0 ■ PL AN CHECK FEE 3 - �` `"5 PERMIT FEPiy /hl , 3 • SPECIAL CONDITIONS: SCHOOL IMPACT FEE "A NO. OF BUILDINGS ON USE OF BUILDINGS NOW ON . -/�/ �y N PARCEL PARCEL TOTAL FEE'/Z. b _?. 7' OCC. GR. CONST. TYPE NOTICE WATER SUPPLY DATE PERMIT ISSUED / - SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL PLUMBING, HEATING, VENTILATING OR NR CONDITIONING. SPECIAL APPROVALS REQUIRED RECENED NOT REQUIRED THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS ZONING NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK I5 SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. HEALTH DEPT. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES FIRE DEPT. GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE SOIL REPORT AUT ORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR 1 — L L LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF SETBACKS STR • or ON. _ Cl/t/t ID 1 /O 9 p J FLOOD HAZARD &gni& er, Contractor or authorized agent h Ing r• erstood notice above. — � ty i 40 - ♦ 2/ J M _ f / - i 75— MANUF. HOME Building •ep. "ment Approve/date Y/ � Planning Department App y validate 1 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 ARCHITECT, DESIGNER, BUILDER AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Garform.003 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE IINITIAL 1 SCNMUESEf Gc v MEYER INC. .. - 2 Grand Avenue, Suite 212 • - Lean;; ood Springs, Colorado 81601 August 30, 1989 r - - (303) 945 -1004 - A CONSULTING ENGINEEFS & SUnVEYOFS Mr. Mark Bean, Director Garfield County Building, Sanitation and Planning Dept. 109 Eighth Street, Suite 303 Glenwood Springs, CO 81601 RE: Katz Property Special Use Permit Dear Mark: Please let this letter serve as a request for procurement of a Flood - plain Special Use Permit for the Katz property. You will find attached data supplementing the request inclusive of: Legal descriptions of the property, a map of the property and a set of drawings for a proposed addition to the existing building for which a Special Use Permit was previously procured. On the enclosed map, you will note that a building envelope has been established from which, from a floodplain standpoint, a building could be located on the Katz property. Essentially, we have utilized the previous floodplain study along with the letter of map revision from FEMA dated December 22, 1988, to identify the floodplain (floodway plus flood fringe) location on the Katz property. We have identified the • building envelope as being that area of the floodplain that is the floodway fringe in addition to the property outside the floodplain. For a person to locate a residence or develop any type of structure within the buiding envelope located in the floodway fringe, the following items must be addressed: A. the development, use, fill, construction, substantial irnprovanent or alteration on or above any portion of the flood fringe or flood prone areas which, alone, or accumulative with other activ- ities, would cause or result in dangerous or substantial solid debris carried downstream by floodwaters. B. 'Ihe storage or processing of materials that, in time of flooding, are buoyant, flammable, explosive, or otherwise potentially injurious to human, animal or plant life. C. The disposal of garbage or other solid waste materials. D. The placement of any mobile homes. E. The obstruction which would adversely affect the efficiency of, or restrict the flow capacity of a designated floodplain so as to cause foreseeable damage to others. August 30, 1989 Mr. Mark Bean, Director Page two I would like to develop a performance standard for construction within these building envelopes which lie in the flood fringe of the Roaring Fork River. Regarding item A above, in reviewing the required performance stand- ards, item 6.09.02 (3)(6) of the Floodplain Regulations, the building must be built to withstand the forces and velocities from the floodwaters. Regarding item B, no storage or processing of hazardous materials should be allowed. Regarding item C, the disposal of garbage or other solid waste mater- ials must not be allowed. Regarding item D, no mobile homes should be allowed to be installed in the flood fringe. Regarding item E, no developnent should be allowed in the floodway of the Roaring Fork River. Previous studies have indicated that full devlopnent within the flood - way fringe (if flood - proofed) would not restrict the floodway's flow capacity. Further, Section 6.09.02 (3), performance standards must be _ met for a developnent being located in the flood fringe. As you will note on the attached map, in addition to the location of the building envelopes, contours of the floodwaters have been located. In essence, depending upon the actual location of any building within the huilding envelope, one could review the enclosed map and find the elevation of the floodwaters to the nearest 1/2 foot. Once determining the eleva- tion of the floodwaters, a person could determine the elevation of the lowest floor of the proposed structure. In addition, based upon the topo presented on the map along with the contours of the water surface, information should be sufficient to determine flood - proofing measures that may need to be taken. Essentially, to recap the performance stan- dards from the standpoint of constructing a typical structure in the building envelopes which may be located in the floodway fringe of the Roaring Fork River, the following items must be addressed: 1. The lowest floor for residential structures should be constructed one foot above the maximum water elevation of the 100 -year flood event. 2. The proposed structure must be capable of resisting hydrostatic and hydrodynamic loads and buoyancy effects. August 30, 1989 Mr. Mark Bean, Director Page three 3. Utility and sanitary facilities must be water tight. 4. Septic and dosing tanks should be constructed to resist buoyant effects during the 100 -year event. 5. Leach fields should be constructed such that the bottom of the bed is four feet above the ordinary high groundwater and such that the top of the bed is protected from scouring of the 100 - year flood event. In addition, the leach field must be construc- ted to eliminate infiltration from the 100 -year flood event into the bed. Finally, any other performance standards not discussed herein for construction or development in a floodway fringe from the Garfield County Floodplain Regulations, shall be adhered to. I hope the information enclosed is adequate for your review in regards to this matter. If you have any questions or continents, please do not hesitate to call. Sincerely, SCHMUESER CORDON MEYER, INC. i // Y'r %f! ll�i' f rey S. Sunonson, P.E. JSS:lec /8033 Enclosures ENGINEERS SURVEYORS (970) 945 -1004 SCH UESERSG 118 West 6th, Suite 200 FAX (970) 945 -5948 GORDON MEYER Glenwood Springs, CO 81601 September 27, 1995 .��„ � i � N� p g fdt [SEP 2 9 11 Mr. Mark Bean, Director Garfield County Building, GA WIELD D 0}0NTY Sanitation and Planning Department 901 Eighth Street, Suite 303 Glenwood Springs, CO 81601 RE: Katz Property - Garage Construction Dear Mark: This letter is intended to discuss the construction of the proposed Katz garage located in the floodplain of the Roaring Fork River at 0182 109 Road, Glenwood Springs, Colorado. More specifically, it is intended to address the construction of the garage as it relates to performance standards and resistance to hydrostatic pressure, hydrodynamic forces and scour protection, since this building will be located below the 100 -year floodplain elevation on the Roaring Fork River. SGM has previously conducted studies to identify that this property does in fact lie within the 100 -year floodplain of the Roaring Fork River. However, proposed construction of the garage is proposed to be located in the flood fringe of the Roaring Fork River. We are in receipt of drawings prepared by Larry Zugschwerdt, which identify the proposed construction of the Katz garage. In light of these drawings and in light of the performance criteria identified in the Floodplain Regulations for Garfield County, we would offer the following comments: 1. The proposed finished floor of the garage is to be approximately four feet lower than the finished floor of the existing residence. Therefore, we would recommend that the foundation stem walls extend to an elevation equal to the finished floor of the adjacent residence. 2. Once extending the foundation to the finish floor elevation of the adjacent residence, we would recommend that the foundation be constructed of either concrete or fully grouted masonry. Reinforcing (vertical) should be #4 bars at 16" on center. If the wall is to be masonry, we would recommend, in addition, that the construction of the masonry wall over and above the stated requirement above, be constructed of standard masonry construction related to bond beam placement and reinforcing, as well as truss tie reinforcing. 3. By review of the letter, Mr. Katz should be notified that the storage or processing of materials that, in time of flooding, are buoyant, flammable, explosive, or otherwise potentially injurious to human, animal or plant life, shall be stored above the 100 -year floodplain (i.e. concrete or masonry wall). September 27, 1995 Mr, Mark Bean Page 2 4. We would recommend that the backfilling of the disturbed areas for the foundation construction also consider the use of riprap placed within 12" of finished grade consisting of rock with an average diameter of 12 ". This riprap may be placed on the surface or, as previously stated, within 12" of the surface and then backfilled with topsoil. During a time of flooding, this topsoil may ultimately be removed by flood waters, but the riprap would be there to provide the necessary scour protection. I hope this letter serves its intended purpose. If you have any questions or comments, please do not hesitate to call. Sincerely, SCHMUESER GORDON MEYER, INC. Owlmot* � Si . mr .o..- i I Jeff :iy Si ! , P.E. �j JSS.I- /8033 SCHMUESER GORDON MEYER, INC. e THIS CARD IS POSTED Oil THE JO 24 HOURS NOTICE REQUIRED FOR INSPECTIONS g: UILgIING PE A ,a„. IELD COUNTY, COLORADO Date Issued/Li J A RF Zoned Area Permit No 3 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 from2r4 y uild'�yrQ and I I DATEL C M B E NULL AND VOID, Use 1 e ( + '""ra c i+,.r''1 5�. • Address or Legal Description / X ezie. ,tot C .5 ` Owne o tk / 1a r Contractor 60 nT_ Setbacks Front Side Side Rear This Card Must Be Posted So It Is Plainly Visible From the Street Until Final Inspection. INSPECTION RECORD Zoning Roof Covering .: Electric -Final (by STATE inspector) Footing r(� ^ �" ; ) �\ ,2- i- ,--,L S4- Foundation Plumbing- Underground Gas Piping \ % - % c of Heating Ventilation Frame 1 - - 9t ZI?l Insulation Plumbing -Rough Drywall Electric -Rough (by STATE inspector) Final 1 j _ L s JJ 4 /4...r ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING — WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT LS NOT TRANSFERABLE Phone 945 -8212 10 9 8th Street, County Courthouse, Glenwood Springs, Colo. APPR DO NOT DESTROY THIS CARD Date /4/Z-RC By Mr & i `