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HomeMy WebLinkAboutApplication-PermitProject Address Garfield County Building & Planning Department 108 8th Street Suite 401 Glenwood Springs, CO 81601 - Phone: (970)945-8212 Fax: (970)384-3470 Parcel No. 240505100036 Address 8526 CR 301 Parachute CO 81635- 8526 CR 301 Parachute CO 81635 - ai<arrftTy ' N1140u rk C1essffl.cairon. New..SIngIe Level Permit Str tt�s A tine . Issue Date: 7/3/2012 Subdivision Section Expires: 12/30/2012 I Township Range 8526 CR 301 PARACHUTE, CO 81635 - Owner Information Phone CeII Mary Bruckner Contractor(s) Phone Primary Contractor Golden Villa Homes (970)245-2656 Yes Proposed Construction ! Details Set up new Manufactured Home on Pads w/green board skirting FEES DUE Fee Manufactured Building Fee Other Plan Check Fee Total: Amount 5400.00 $209.25 5136.01 $745.26 FEES PAID Valuation: Total Sq Feet: $ 11,520.00 1280 Inv Total Paytype Amt Paid Amt Due Inv # BLMF-6-12-21916 5 745.26 Check # 56726 Check # 56850 $136.00 $609.26 $ 0.00 Required Inspections: For inspections call : 1(888) 868-5306 Inspection IVR See Permit Record Building Department Copy Tuesday, July 3, 2012 2 CZ —'fi ZGZr CO u n tjv 108 8r" Street, Suite 401, Glenwood Springs, CO 81601 Ph:970-945-8212 Fx: 970-384-3440 Inspection Line: 888-868-5306 Si ww.garfield-countv.cotn BUILDING PERMIT APPLICATION JUN 01 2012 GARtFIEl D COUNTY 111! 1 AA1n11A1r` 1 Parcel No: (this information is available at the assessors office 970.945-913) Lot No: Block No: Subd.i Exemption: 2 Job Address: (if an address has trot been assignedH, lyse provide CR, YYY or Street Name & City) or and legal description 5 2V, Ca R� S 0 E 1ciLi e-- Ci.a 4.1 V3 -S- 3 Owner: (property owner) 0,1- Let`. 6 szk.s.4kv, Mailing Address: Ph: Alt Ph: �!� l 4 gntra batt tor: II Ut k Lw csTY•2?--:> Mailing Address: 2 3? H-u.)�L 6(i 0 6J ' Q-' Ph: q! 76 --.),46cori Alt Ph: (i CAAAP-E� T7 6 -13 4-l6 i, 5 Manufactured home installer: Mailing Address: T(6 °-S Ph: e— 'bOICS Lic #: 6 Architect: Mailing Address: Ph: Alt Ph: 7 Engineer: Mailing Address: Ph: Alt Ph: 8 Sq. Ft. of Building: i1 -,i50 Sq. Ft. or Acres of Lot: .5..13 AQ- Height: c..., i !,) No. of Floors: I 9 Use of Building: esidential ❑Commercial DOther Class of Work: New ❑Alteration ❑Addition DRepair ❑Demo ❑Move 10 Describe Work ` 1 0e± V- p to e- -3 i1Y1 fay.... �` C1+ dI.c_.CJ. l �tsW- {_- t?vt- ,{�c.,c1`� /tvt Otti--l) J a 11 Garage: ❑Attached ❑Detached Septic: jgrsps DCommunity Type of Heat: DNat. Gas vopane ❑Electric ❑Other 12 Driveway Permit:i,e—fi r exi,iri� Owners valuation of Work: i 3c l NOTICE Authority. This application for a Building Pernut must be sig ed by the Owner of the property, described above, or an authorized agent. If the signature below is not that of the Owner, a separate letter of authority, signed by the Owner, must be provided with this Application. Legal Access. A Building Permit cannot be issued without proof of legal and adequate access to the property for purposes of inspections by the Building Department. Other Permits. Multiple separate permits may be required: (I) State Electrical Permit, (2) County ISDS Permit, (3) another pennit required for use on the property identified above, e.g. State or County Highway/ Road Access or a State Wastewater Discharge Permit. Void Permit. A Building Permit becomes null and void if the work authorized is not cominenced within 180 days of the date of issuance and if work is suspended or abandoned fur a period of 180 days after commencement. CERTIFICATION I hereby certify that I have read this Application and that the information contained above is tare and correct. I understand that the Building Department accepts the Application, along with the plans and specifications and other data submitted by me or on my behalf(submittals), based upon my certification as to accuracy. Assuming completeness of the submittals and approval of this Application, a Building Permit will be issued granting permission to me, as Owner, to construct the structure(s) and facilities detailed on the submittals reviewed by the Building Depanment. In consideration of the issuance of the Building Permit, I agree that I and my agents will comply with provisions of any federal, state or local law regulating the work and the Garfield County Building Code, ISDS regulations and applicable land use regulations (County Regulation(s)). I acknowledge that the Building Permit rnay be suspended or revoked, upon notice from the County, if the location, construction or rise of the structure(s) and facility(ies), described above, are not in compliance with County Regulation(s) or any other applicable law. I hereby grant permission to the Building Department to enter the property, described above, to inspect the work. 1 further acknowledge that the issuance of the Building Permit does not prevent the Building Official from: (I) requiring the correction of errors in the submittals, if any, discovered after issuance; or (2) stopping construction or use of the structure(s) or facility(ies) if such is in violation of County Regulation(s) or any other applicable law, Review of this Application, including submittals, and inspections of the work by the Building Department do not constitute an acceptance of responsibility or liability by the County of errors, omissions or discrepancies. As the Owner, I acknowledge that responsibility for compliance with federal, state and local laws and County Regulations rest with me and my authorized agents, including without limitation my architect designer, engineer and/ or builder. I H NOW . DGE THAT I HAV 1 t READ AND UNDERSTAND THE NOTICE & CERTIFICATION ABOVE: L -- 1 2 OWNERS SIGNATURE DATE STAFF USE ONLY Special Conditions: Adjusted Valuation: I x`20 Ud Plan Check Fee: /36. d/ Permit Fee: 2091 ZS Manu home Fee: vG'G'. Misc Fees: , Total Fees: 7%5.Z6 Fees Paid: l 6, Balance Due: 609. z6 13P No & issue Bate: ISDS No & Issued Date: 51-4("F -,5—a Setbacks: j t= ' z.C, i z.,5" 5 id OCC Group: ,i -/Z C Const Type: Zoning: . �f� G R D per'" `^7 7`z/iz„ .0:21/0.4.44,--/ 7/12,--/z APPROVAL DATE APPROVAL 1 DATE ti i Building Plan Review Description of Work: Set up new Manufactured Home on Pads w/green board skirting Bin #: pif Location Address: 8526 301 COUNTY RD PARACHUTE, CO General Information Contacts Case Manager: David Bartholomew Pian Case Number: BLDG -6-12-7284 Parcel: 240505100036 Application Date: 06/01/2012 Owner: Mary Bruckner Applicant: Mary Bruckner Applicant Phone: Email: Building Engineered Foundation iJ/fI Driveway Permit / Surveyed Site Plan N/ Septic Permit and Setbacks iv/A Grade/Topography 30% Attach Residential Plan Review List Minimum Application Questionnare Subdivision Plat Notes A Fire Department Review Valuation Determination/Fees Red Line Plans/Stamps/Sticker Attach Conditions / Application Signed Plan Reviewer To Sign Application Parcel/Schedule No. 40# Snowload Letter - Manu. Homes �/ r/i Soils Report PlanninglZoninq Property Line Setbacks 30ft Stream Setbacks Flood Plain Building height Zoning Sign -off Road Impact Fees HOA/DRC Approval Grade/Topography 40% Planning Issues Subdivision Plat General Comments: /V/ \//44/.44d--4 //1 ,.y2c' Per /- fee- Ai4e667 r 6©9, Z6 20.25 i6.0� ?SSS' /36.°6 Monday, June 11, 2012 GARFIELD COUNTY Building & Planning Department 108 8th Street, Suite 401 Glenwood Springs, Colorado 81601 Telephone: 970.945.8212 Facsimile: 970.384.3470 www.garlield-countv.com MANUFACTURED HOME BUILDING PERMIT NOTE: In order to understand the scope of work intended and to expedite the issuance of a permit, it is important that complete information be provided. Please review this document to determine if you have adequate information to design your project and to facilitate a plan review. MANUFACTURED HOME BUILDING PERMIT APPLICATION CHECKLIST This checklist is to be used with all manufactured single family or duplex dwelling construction. APPLICATION FORM: Please make sure the following information is provided on the application. • Parcel number obtained from the County Assessor's Office. • Job address (assigned physical address) • Legal Description: lot, block, filing, subdivision or tract, section, township and range. • Owners name, mailing address, phone, fax, or cell. • Contactor/Installer's name, mailing address, phone, fax, or cell. Home Installers license #. • Architect/Engineer's name, mailing address, phone, fax or cell. • Building size, height, number of stories, lot size. • Use of building (residential) • Class of Work (new, addition, alteration, repair, demo, move, other) • Description of work. • Type of heating (natural gas, propane, electric, other). • Sewer system (Community or ISDS), also see other items below. • Garage (attached or detached). • Driveway permit (please see other items below) • Valuation (labor and materials) see attached worksheet. OTHER ITEMS: • If you anticipate obtaining a water -tap from the City of Rifle, please provide a letter indicating that the City will provide water service. (Required to submit building permit application). • ISDS requires a septic permit application to be submitted with the building permit application. • A separate electrical permit must be obtained from the State of Colorado Electrical Board. • Prior to submittal of a building permit, you are required to show proof of legal and adequate access to the site. This may include proof of right to use a private easement, County Road & Bridge permit, or Colorado Department of Highway permit, including a Notice to Proceed. The County Road & Bridge Department can be reached at 970-625-8601. • If you anticipate excavating or grading prior to issuance of a building permit, you will be required to obtain a separate grading permit. • If you belong to a Homeowners Association (HOA), it is your responsibility to obtain written approval, if required. • Provide copies of any Resolutions and/or Land Use Permits associated with this property. • Additional Dwelling Units may require Administrative Review. • Minimum 20 ft wide x 20 ft long, 40 psf live roof snow load, 90 mph -3 sec wind speed design. • Colorado Division of Housing insignia must be affixed prior to Certificate of Occupancy. • A Colorado State Licensed Electrician and Plumber must perform installation and hook-ups, unless the homeowner is performing the work. BUILDING PLANS: Two (2) sets of plans must be submitted. Plans must be 18"x24" minimum size, complete, identical, legible, and to scale. All plans will be checked at the counter for completeness. If any of the required information is missing, the building permit application cannot be accepted. SITE PLAN: Please make sure the following information is provided on the site plan. • Property address/legal description. • North Arrow and Scale on each page. • Show all property lines, building envelopes, flood plain, and easements. • Provide setback distances from boundaries, buildings, septic, well, and waterways. • Location and direction of the county or private road and driveway accessing the property. • Proposed and existing structures include sheds, barns, decks, patios, and any other buildings. • Existing and proposed grade, positive drainage around structure (to be contained on site). • Streams, rivers, creeks, springs, ponds and ditches. • Existing and proposed wells, septic tanks, leach fields, and other systems. (if applicable) • Retaining walls (engineer stamped detail required for walls over four (4) ft, measured from bottom of footing to top of wall). NOTE: Any site plan depicting the placement of any portion of the structure within fifty (50) feet of a property line or not within an established building envelope shall be prepared, stamped, and signed by a licensed surveyor. For structures to be built within a building envelope, provide a copy of the recorded subdivision final plat with the proposed structure located in the building envelope. MANUFACTURER'S AND/OR ARCHITECTURAL PLANS: Provide the following information. • Minimum four (4) elevations (N,S,E,W) Indicate height of building measured from existing grade to the midpoint between the ridge and eave of a gable or shed roof or to the top of a flat roof. • Floor plans for each level including dimensions and scale noted. • Clearly label each room or space (bedroom, bath, kitchen, closet, etc). • Show the location of the mechanical equipment. • Building cross sections with construction details. • Window sizes, types, and operation noted on the floor plans or elevations. • Specify roof slope/pitch, roof covering, and siding materials. • Stair and guard details specifying rise, run, height and spacing. • Attic, roof, and crawlspace ventilation details. Indicate size and location of ventilation openings. • Minimum insulation shown for walls, floors, roofs/ceilings, slabs, basements and crawlspaces. • Provide stove and fireplace make, model, EPA or Colorado Phase II Certification. Masonry fireplaces shall be designed to the International Residential Code (IRC) requirements. MANUFACTURER'S AND/OR ENGINEER'S STRUCTURAL PLANS: Provide the following information. • Design specifications to include roof and deck snow load, wind and seismic design, frost depth. • Foundation plan showing complete footing and foundation dimensions. • Footing and foundation details specifying reinforcement and referenced on plans. • Framing plans for each floor level and roof. All beams, columns, joists, rafters, and trusses specified. Pre -manufactured structures require the engineers stamp, signature, and date. • Framing /connection details, braced wall lines, shear wall schedule, location and hold downs. NOTE: If any required information is missing, delays in issuing the permit are to be expected. If determined by the Building Official that additional information is necessary to review the application and/or plans for compliance, the application may be placed on hold until the required information is provided. Work may not proceed without the issuance of a permit. The building department will collect a Plan Review fee at time of application submittal. The permit fee, as well as any Septic or Road Impact fees will be collected when the permit is issued. The permit application must be signed by the owner or by person having written authority from the owner to act as their representative. Building cannot be occupied until a Certificate of Occupancy (CO) is issued. Using the building without a CO will be considered an illegal occupancy and may be grounds for vacating the premises. (Final/CO inspection requirements will be attached to your approved field set of plans.) I hereby acknowledge I have read, understand, and will abide by the requirements of this checklist. Signature of Owner Date Garfield County Building & Planning 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Phone: 970-945-8212 Fax: 970-384-3470 www.garfield-county.com NOTE: If any required information is missing, delays in issuing the permit are to be expected. If determined by the Building Official that additional information is necessary to review the application and/or plans for compliance, the application may be placed on hold until the required information is provided. Work may not proceed without the issuance of a permit. The building department will collect a Plan Review fee at time of application submittal. The permit fee, as well as any Septic or Road Impact fees will be collected when the permit is issued. The permit application must be signed by the owner or by person having written authority from the owner to act as their representative. Building cannot be occupied until a Certificate of Occupancy (CO) is issued. Using the building without a CO will be considered an illegal occupancy and may be grounds for vacating the premises. (Final/CO inspection requirements will be attached to your approved field set of plans.) I hereby acknowledge I have read, understand, and will abide by the requirements of this checklist. Signature of 0 ner Date Garfield County Building & Planning 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Phone: 970-945-8212 Fax: 970-384-3470 www.garfield-county.com Garfield County I BUILDING & PLANNING DEPARTMENT Building Plan Submittal New application Revisions requested by Plans Examiner Information/Corrections requested by Inspector Revisions to approved plans. Building Permit # Contact Information Owners Name: [ ()kx. Job Address: Phone: Cell: 7 D- 2 3 _ - ( - ' E-mail: re w s e....c(7 Tot v-; 4-t orr z , Ca Yx ti Permit Number (if applicable): 108 Eighth Street, Suite 401 • Glenwood Springs, CO 81601 (970) 945-8212 • (970) 285-7972 • Fax: (970) 384-3470 Requited Documentation and Drawings (2 Sets): Please supply any of the following that apply to your project and are included as part of this submittal package. °Complete Building Plans Complete Site Plans 151 Soils Geo -technical Plans Involved Parties: Structural Engineer's Calculations n Specification Books ❑Road & Bridge Access Permit (1 COPY) if required Please supply the following information for each group or individual involved with the project. Notice: Property corners or easements shall be located and flagged within 100' of project by owner, surveyor or contractor. Rio Blanco County will be held harmless in case of errors in property corner location. This Permit will expire 180 days from Date of Issuance if work has not started, is suspended or abandoned. Permits must pass a required inspection every 180 day period after each inspection or it will be considered suspended or abandoned. By signing this permit, I agree to allow access to the Property at all reasonable times, to Rio Blanco County Personnel, who itt_the performance of their duties are required to inspect or complete an assessment of the Property associated with this permit. I also aaree to not use or occupy the structure associated with this Permit until I have received an approval by the Rio Blanco County Buildina Official. I hereby certify that I have readAnd examined this application and know 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 to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. 06,1`• / r / aZ DATE SIGNAUEItF OF AuTtIORIZED AGENT DATE: 06/01/11 Page 2 Company Name Contact Person Address Phone No. & email address State License # ll General Cont. Go‘04.),„„-‘,1',.\\ e^, krAce� �1 I'1 l,,L,ct-d�11 £ $ ,,, Ita i ,��yCy c 4 b ' 01 i ,i 43`{ n k3L `i' ��: O 51 svZ— Concrete Cont. Plumbing Cont. r/,,_,t,i. V\sAw ' G hAv Mech. Cont. L 1 ~ L Y., s -t. i g 0 E 3 6 State Electrical *For information online go to htrp:/!w w.dora.statc.co.us/electricals or phone Ph. (303) 894-2300 Elec. Cont. Ilk 64,' dv.. v... S 1 1SDS Cont. ...-------------""TT Engineer/ Architect c.:1111 c, e Vo-vtc.;� ig Ott ( (i s 3s 1 Excay. Cont. Comments: Notice: Property corners or easements shall be located and flagged within 100' of project by owner, surveyor or contractor. Rio Blanco County will be held harmless in case of errors in property corner location. This Permit will expire 180 days from Date of Issuance if work has not started, is suspended or abandoned. Permits must pass a required inspection every 180 day period after each inspection or it will be considered suspended or abandoned. By signing this permit, I agree to allow access to the Property at all reasonable times, to Rio Blanco County Personnel, who itt_the performance of their duties are required to inspect or complete an assessment of the Property associated with this permit. I also aaree to not use or occupy the structure associated with this Permit until I have received an approval by the Rio Blanco County Buildina Official. I hereby certify that I have readAnd examined this application and know 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 to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. 06,1`• / r / aZ DATE SIGNAUEItF OF AuTtIORIZED AGENT DATE: 06/01/11 Page 2 Garfield County Assessor Data Site Jim Yellico, 109 8th Street, Glenwood Springs, CO, 81601 (P) 970.945.9134 1 (F) 970.945.39531(E) jyellico@garfield-county.com Account Information Account: R024046 Parcel: 240505100036 Owner Name: BRUCKNER, MARY LEE Owner Address: 8526 COUNTY ROAD 301, PARACHUTE, CO, 81635-9126 Property Address: 8526 301 COUNTY RD, PARACHUTE Legal: Section: 5 Township: 7 Range: 94 TR IN LOT 2, ALSO A TR CONT .69 AC., EXCEPT A TR CONT .56 AC. Tax Area: 024 Subdivision: Taxable Values History Year Land Actual Imp Actual Total Actual Land Assessed Imp Assessed Total Assessed 2012 108,000 1,200 109,200 8,600 100 8,700 2011 108,000 1,200 109,200 8,600 100 8,700 2010 140,000 3,780 143,780 11,140 300 11,440 Property Details Model Attribute Name Attribute Value LAND 0 XFOB 0 ABSTRACT CODE MANUFCTD.HOUSING-LAND AREA ACRES 5.13 AREA_SQFT 0 NEIGHBORHOOD PERM FACTORY BLT OUTSIDE CITY ABSTRACT CODE MANUFCTRD.HOUSING-IMPRVMT ACT_YEAR_BLT 1970 NEIGHBORHOOD PERM FACTORY BLT OUTSIDE CITY XFOB_CODE SHED AVG QUALITY AREA_UNITS 0 David Bartholomew From: Ray Sword Sent: Wednesday, June 06, 2012 10:01 AM To: David Bartholomew Subject: 8526 CR301 Mr. Bartholomew: This letter is in reference to Ms. Bruckner, and her residence at 8526 CR301. I recently received a request for a "Driveway Letter of Exemption" from her contractor at the subject address. It is my understanding that Golden Villa Homes will be replacing Ms. Bruckner's single wide mobile home with a double wide with no additional grading on the property. After my site visit, I found the access to be adequate and exempt from any upgrades at this time. Please feel free to contact me if you have any questions. Ray Garfield County Ray Sword District 3 Foreman Road & Bridge 0298 CR 333A Rifle, CO 81650 Mobile: 970-987-2702 Office: 970-625-8601 x4311 Fax: 970-625-8627 rsword@ garfield-county.com www.garfield-county.com 1 Permit Cai�c� Garfield County Buirding and Planning Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Phone: (970)945-8212 Fax: (970)384-3470 POST ON SITE Permit NO. BLMI -V- 1 2 2522 Permit Type: Manufactured Building Work Classification: New -Single Level Issue Date: 7/3%2012 Expires: 1 2/30/2012 AGREEMENT In consideration of the issuance of the permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structured 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 department and IMMEDIATELY BECOME NULL AND VOID. Manufactured Building Parcel #:240505100036 Owner's Name: Mary Bruckner Job Address: 8526 CR 301 PARACHUTE, CO 81635 - Contractors) Golden Villa Homes Phone Primary Contractor (970)245-2656 Yes Owner's Phone: Total Square Feet: 1280 Work Description: Inspection Scheduling Code inspection IVR Comments Pass Date Footers 105 110 9,-1,/,-(i;<©t/L 12. 7-4(-1.. Foundation walls Final 125 C%% �,,/ _�� 1 Rough Plumbing 610 -F-1-1/0„ Gas 620 // (2k i� 7-2Y -1,?, foxic/i /%e/'s - d( p; Oct 1 ric, r c o / ift oio ADDITIONAL INSPECTIONS MAY BE REQUIRED POST THIS IN CONSPICUOUS PLACE WHEN CONSTRUCTION IS STARTED For Inspections Call: 1-888-868-5306 GOLDENHOMES RICHARD RUSE rruse@goldenvillahomes.com 2394 Hwy 6 & 50 Grand Junction, CO 81505 www.goldenvillahomes.com 970-245-9039 ext.103 1-800-846-2656 Fax 970-245-5475 Cell 970.234-1886 IRC MODULARS • HUD MANUFACTURED • DUPLEX • COMMERCIAL See- ed-- ' ,/ ,z r e0 fes - ,9,.r/ /Y/.7 /';7////e74 C r7.0 r/ /17/5/p / 1 /51-#7-7,t, e p,✓/U,- / c O/fris'IA/ / e en g eft' 4 I (1 / ,2- furred Co ij/ ///Wc an SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS GARFIEL) COUNTY BUILD' DEPAII Date 70 By f ry QLD COPY NO INSPECTION WITHOUT THESE PLANS ON SITE page of New Manufactured Hume • • 40! d Print Page 1 of 1 :ounty Line ;eog Twp Line .at Line Vlisc Line Aon Linear Jarcel Line lane) Line Leg Desc 4of Corp Line lol Twp Line ailroad Centerline lailroad ROW load Centerline load ROW iedion Line 'ub Line 100 ub Line 400 b Ref Strip Inknown Linear Vater Line r2 n i'L I'11i.[Ir� fl`�I]I L,,.� .111 �1-_ _-• f ti • 0 115-3241;53: 61j • 1 32 217��21�7�1134 • i*Iti5ro51 ee4.57? ' .- �/f i20-451'DO-05d 1.°.— Ct7�i'a1 151 Feet 5 12�Nj�'-451-0O�tB;ei) 1217F3T5Cr7,1 j) 7'1'1.2] hoose Landscape when you print. Print Now gismaps.Barfield-county.com/sidwell/printJ?extent =249669.378706274,4373278.69575301,250076.837... 5/8/2012 L C CD _ W tit) L .0 J ▪ L _- 03 L -I J • IJ OCC. L - _ ▪ v ;--) N R] .. EL. ▪ L. - .:: ., 11.1 0 ll u� aa?1 •�5' 4l _Yp if {.t[> 4 227r- N, f — f._ ARTICLE VII STANDARDS 7.203 PROTECTION OF WETLANDS AND WATERBODIES SECTION 7-203 • PROTECTION OF WETLANDS AND WATERBODIES. A. Restrictive Inner Buffer. INNER BUFFER ZONE WW1 INNER BUFFER ZONE Figure 7-203 A: Inner Buffer Zone 1. Minimum Setback. A setback of thirty-five (35) feet measured horizontally from the typical and ordinary high water on each side of a waterbody is required. 2. Structures Permitted In Setback. Irrigation and water diversion facilities, flood control structures, culverts, bridges and other reasonable and necessary structures requiring some disturbance within this setback may be permitted. 3. Structures and Activity Prohibited in Buffer Zone. Unless otherwise permitted or approved, the following activities and development shall be prohibited in the restrictive inner buffer zone include: a. Placement of material, including without limitation any soil, sand, gravel, mineral, aggregate, organic material, or snow plowed from roadways and parking areas. b. Construction, installation, or placement of any obstruction or the erection of a building or structure. c. Removal, excavation, or dredging of solid material, including without limitation any soil, sand, gravel, mineral, aggregate, or organic material. d. Removal of any existing live vegetation or conducting any activity which will cause any loss of vegetation, unless it involves the approved removal of noxious weeds, non-native species, dead or diseased trees. e. Lowering of the water level or water table by any means, including draining, ditching, trenching, impounding, pumping or comparable means. GARFIELD COUNTY UNIFIED LAND USE RESOLUTION OF 2008, AS AMENDED 7-13 ARTICLE VII STANDARDS -7-203 PROTECTION OF WETLANDS AND WATERBODIES Disturbance of existing natural surface drainage characteristics, sedimentation patterns, flow patterns, or flood retention characteristics by any means including without limitation grading and alteration of existing topography. Measures taken to restore existing topography to improve drainage, flow patterns and flood control must be approved. SECTION 7-204 PROTECTION OF WATER QUALITY FROM POLLUTANTS. The following regulations shall apply to all land use changes, except agricultural activities allowed by right. A. Compliance with State and Federal Regulations. At a minimum, all hazardous materials shall be stored and used in compliance with applicable state and federal hazardous materials regulations. B. Storage Near Waterbodies Restricted. 1. The storage of hazardous materials within one hundred (100) horizontal feet of any waterbody is restricted. When no practical alternative exists, site specific best management practices shall be employed to minimize potential adverse water quality impacts. 2. Sand and salt for road traction shall riot be stored within one hundred (100) horizontal feet of any waterbody unless there is no practicable alternative, in which case suitable site-specific best management practices shall be utilized. C. Spill Prevention. Measures shall be implemented to prevent spilled fuels, lubricants or other hazardous materials from entering a waterbody during construction or operation of equipment and/or facility. If a spill occurs it should be cleaned up immediately and disposed of properly. D. Machine Maintenance. Maintenance of vehicles or mobile machinery is prohibited within 100 feet of any waterbody. Emergency maintenance may be conducted until the vehicle or machinery can be moved. E. Fuel storage Areas. Containment measures shall be provided for all fuel storage areas to prevent release into any waterbody. Inventory management or leak detection systems may be required. F. Waste Storage. Areas used for the collection and temporary storage of solid or liquid waste shall be designed to prevent discharge of these materials in runoff from the site. Collection sites shall be located away from the storm drainage system. Other best management practices such as covering the waste storage area, fencing the site, and constructing a perimeter dike to exclude runoff may also be required. GARFIELD COUNTY UNIFIED LAND USE RESOLUTION OF 2008, AS AMENDED 7-14 OPTIONAL GLAMOUR 6ATN mimorminom WALK I CLOSE OPT. IN'AL NLAR(yED GLOSST RVIACE5 5,0 BEn¢00M . ro'L 1 CPT 50D. CPT 1.14: 414 vamil APPROXI 126,0 SOFT OPT REGESSEB cNrRY InEn3 5.E.", 2 BATH c07AVAtiutirwr[erektsz°t:tisi r r� RrV: RPNGE 54M BTU 1,1/H 42M BTU x 3�4. INLET FROM 3 3,1 HIICH END rn 3/4' x 45 5/8" 3�•_2 DRYER 30M BTU ' 1/2' x E 1/4' x / > FURN 7E1M BTU r, ti 30' Column 200MBTu (MAXI 198M RS SHOwrr MID CLAYTON SERIES BK28 REVISIONS 8Y OFITE GENERAL N01E5 CMH 1'1415 BEEN SUETRREIE0 FOR FIFE OIKJ51d5 Bair Orf NLVCB s RCM aaN[E11aN5 PCR 1290.105 Dan:. LEG ! M11EN i[RTER PER MMIPCIDERS 1NS1FLLatla RE0OIREi(N15 DANK T11LE GAS SCHEMATIC NOEL ME 5a. n. 1280 PLRVS 951 BRAIN or CRL OESCRIPTI 1 28050 39R-2811 NOOK N0. 1051VRL28503R aRI0. Dirt 12'04/2009 Mg P51II50 12/04/2009 WIND. No. 10-I 50'-0 2'-0 1. ff INLHI IHN WOOF. ILo0R y aN[x1 Pvl I6 2' -6 PA11D 80 48'-0 101. 1INLION OPT. AVON 3536 9010 _ - 3660-C BEBRWn 2 117.2 sqf 33 6 / 1 EIEC x-Ov(R 1N FLOOR OPf OP 21'-2 309' 10.-92,22 13 5 -9 n !ALF 13 10.64.1E9 20'-10' LIVING ROM 227.5 s51 13'-6? 40'-0 17'-105 O'-6 50'-0 18. 6 N.t1 PI:G a./ryYA 1 1�0 V, r I ) a , 1 1 000110 CL9YT0N 5• hr S - IR R 111p.1 00 51Q:&L lit Rx xo-1 10% II0&L122 PU 5 00000 . • R! 111111 5 r TO• xvxvrcw :..� •Nl a^r: t,1 Kr a ..,� ."rears9caa,.�:.�.>Al+irrr:U s:rrllIHI:11�....^. �,�p+9u. � s•r:a„9alILI t9%i rr9:,..yr rcrrm-,.cF t.._.raeiIlilf 9000 l-!io:.1.' r.r.,r:wlucYkia • ILIIi+3 RET1.00N RIR RE00IREPIENOS 5E01E5 • 210 0.r 210 BK28 14 210 00 0 200 -r 210 PO 220 A. REVISIONS 50 ORTE OENERRL 1101(5 CMH MANUFACTJRING, INC. CEILIH6 503011 • 90.00 REFER 20 .20P10 MCC 00.2.0 FOR PR0.0 L1011 1 00711 0E2E0 10 011010 PROF EL -1.2 1100 ELEC. Sr0B. 6 SPINO CIREu11 2U221ER 11200020111350000(2050- 10 1010. NINON 511 • 106.9 500r1 51043PR0 0 155.511 50001 000025 CRANING TITL MASTER PLAN 0213-41r DRILL RE91.110(2 ®1'010- GRILL W 2 102' POOR WOERCO2 0000151 2(51 0E 1.010ERC01 2 1022 2115. ®4'x24' OR 5-41!2 00111 RE0110C2 2OOEL /Of O I001CiRE5 RCOPIRC0 NIIBCR 322 SIOOs 31.1 [ALUM 00 T00 • SPEC -101E5 TMf 2005E C00 BE N0 NOLES 1. 52005 IH COL111N5 50. IT 1280 PLANT 951 OCSCRI00010 28X50 38R-2BR MOIL 110. 051vRL28503R 601101 CRL Mt. TATO 12/01/2009 00TL PRINTED 09/01/2010 (21 ND, 1-I lUB COLO v4RTER SUPPLY PLUMBING] ILA [HOT WATER SUPPLY PLUMBING) I%r" ARANO CLAYTON SCC IES BK28 PEYISIONS Be I DATE CENERRL NOTES CMH NOSE 91895 PER SPECS WMINL 7111E SUPPLY PLUMBING NOOEE N7rg 1 r1, 1290 PLIN7 951 JSCRIPIION 28X50 3BR-213R NOVEL NO, 1051URL28503R CRAIN CRL ODIC. DATE 12/04/2009 OPrE PRINTED 12/09/2009 WET NO. 9—I 9 D 1,1135a3 9 X 1 r6 J f 2[ 1• 60 0 801 2.1 st 26 035 A 2 51 .11 201 7 573d5 913d Ina UI]SLJ 9 % 1 CE tr m ao 40 IC co 'JI N v Q $y � O O g O S O 0 •i n� CC V O V rE Inl 0 rf g tn cr CD CO CAIN MANIUFACTURING, INC. COMPRESSION STRIPS • 17593 9 X 1 1 Y— N •OIICC1 none.. sit J 9:75al 9 x 1 5))1S n)4. 3nb3 D etTe 0 CC O CO CO Q o m CC A O crt to O 0 e N z I.p & p O O u � S u. CZ) /214 1.1 CMH MANUFACTURING, INC. NNN 5 7. rn U } } Ix lA " LJ - ; 3 5 3. 3 3 Q g - cnO 0 W � Eo 0 0 S — CO 0 Ca Cl] 51 } 64 C6 6a 01 } 4 } 06 } VI O 41 CEi S z # 5 i= i i s i u1 0 0 CO Q i O a` Q CO K - i CO 0 8- :5 0 0 o \ g � •+ 0 0 8 g imj J Q V {E / ru 40 a' 0 Ul 0 0 -qo 0 So ata CD Co I—T F I /rte Edi i1 -2. II II x w J L, — - -4/, 59 W3 — l t) ---� �-- ----- X W / [Sl J N X W /\\ Ori ul — \' W 4- II go .+-.0 —2 0 - 1 rn 0 m ruJ � O yap coCLCC 0 O O g � Cn 0 0 go W U A 0a71ING TITu PIER SET 99 112 BEAM SPACING • sn SERV ICE ENTRANCE LEGEND ELECTRICAL DROP WI• RATER 1 NLCT [1; - 0Nv PLlLn51Nc OR0P :A5 INLET !CIE • rIL. LOCRT ION$ ARE APPRO%[HATE P- Q N r - 2'-0 r L r 40'-10 3/1" WATER —T_ I —Ill - 41.k 3/4" cLECT (48'-4") 34'-2" GAS T ---t- I ri 31' 4- pwv DROP 1 I I I I I I I 1 15'-11" 3601* )I5'-1" 3G0 (r) IIC'-13' 3800* GII' 0' 3500*l T 31'1-3- 46671 131'F5' 4667117 I • � T 120' -ID` 4667* 01.-0" 1667111 i J CRAt5PACE VE.N1_1.!/9011 125n 50. r1. 0C CRACSAACE RISA VLNIILA1 01 I5 fir5E0 ON 111 50. 1.. 01- ENl 0(5 CNC!, 750 50. 00. 615 50. IN. Cr TERI rd0ulyd0 Or CNALSPar RRC. 411n *ARMCO NPM RE MICR 50705[4.. OTC 5001 12 roil NLERO a 72 50, IN. CFO+ 4,4! I5*1 BC NI Me 7 ri. OF (401 CORER 621 50. IN. 4ENT11.41104 11604LLC0 111111111.11 0440 .CLAYTON SERIES RUB NOTE: NS 004.14pl110N HIDER 94+1 25'-0' 15 IOCN4ICA1 10 OE PJCFRL FLOOR 41015 0C THE HOW. THE r01NORTIM WE? IC CONSTRNE CO LP ID 1 ISE' RIM 11 05050010070 EDF PR00.1G7104 141* 50501*4.Y 70.05511000 REY!51045 BY BATE 48'-0 4R' -4"'l a 2 -0 See' /,/rts'% Je✓r'Y'eQ' CMU GENERAL 40105 FOOTING SIZES WRY RASED ON 50IL BCRRI4 CAPIB:ITT IBS PIER L0*5 501ER 10 1N57i.1.5110N IAEA 171 04(105 COMM 51111E [ 1 - 011111151045 0050105 2Y6 KC1.5 OP11504 IEA LEGEND ■ • 51PPOGt nI n11nNG 00.1041 0 •51PP0R r HOER 11111114 NPL. ❑ • 51PP0R r 1NOER 11511 NC 0PC14INC 51PP0RT PI PORCH,RC MSC 041Rr �• 51PPORT 141005 011N 1 R CE3• SUPPORT 111X5 PCP11C 1-(R NRLL ❑i • SlPPOR1 R1 (0055 1- Elw 0050110111 NOBEL NW 50. Il. 1280 PLANT 951 OCSCRIP7105 28X53 3BR-2BR MIT N0. 1051VRL285031; ORPNN Br 001G. OAIE CRL 12/04/2009 OAT( PRINTE0 12/04/2009 (14. 21•P5-99 Exhib T "A" e�\4 -. l ,,'1 ` '� ��1 .„ x45%7 36 6020 T [ Z:6030.52 r-. 6022 Jf r Z:6032.30 -- Z:6032.30 0' 30' S0' 90' All Lineal Units used are U.S. Survey teat. LEGEND & NOTES .• SET CONTROL POINTS NOTES: 1.) THIS EXHIBIT IS;, FOR THE PURPOSE OF GRAPHICALLY SHOWING ELEVATION DIFFERENCE BETWEEN CREEK AND EXISTING TRAILER LOCATION-- IT DOES NOT REPRESENT A MONUMENTED BOUNDARY SURVEY' 2.)ELEVATION BASES -- NAVD88 BASED ON GPS OBSERVATIONS 3.) A FEMA FLOOD ; STUDY WAS NOT FOUND FOR THIS AREA Z:6023.16 bridge -- 6024 -------- — 6025 --- 6027 ` 6027 — 6028 / 6o David Max Morns 6034 E[EVATION EXkibiT 6526 COU TY ROAD 301 PAR!CH{JTE CO. 81 635 FORGOLDEN VILLA HOMES SCALE: 1 = 30' DATE: 6/29/12 Q.E.D. SURVEYING SYSTEMS Inc. 1018 COLO. AVE. GRAND JUNCTION COLORADO 8150 (970) 241-2370 4.4--7568 SURVEYED BYPM DRAWN BY: RULISONE-EL ACAD D: MEM SHEET I'1O. FILE: 2012-177 See /4)0,1rL'dd f a,i- siei4/5 402_ N 45-4" 7 3'-2" 7 r.O• 7-0• / T-0" 2'.0' 7'.6" f T-0" STRUCTURAL ITEM 1101 CONC. FOOTING - ( a T 511± CONT. v4(2184'6 CONT. 1102 CONC.FOOTING- 1B' (w)a IS" BO a T(d1w7(3). 114'. EACH WAY 1103 irk 1702 CHASSIS SUPPORT - RATED STAND (1500 CAPACITY) OR SINGLE -STACKED BAB CMU BLOCKS. 1203 SUPPORT COLUMN - 4±4 HEM -FIR Nb 2LUMBER POST ±0 6000 L8 CAP. POST BASE. L LATERAL BRACING - RATED BRACING INSTALLED PER MFRS SPECIFICATION. 2301 FINNED WALL - TREATED STUD GRADE HEM FIR OR DOUG. FIR -LARCH 2,8'66 BY aC xd EFT. GRADE 7118 PLYWOOD SHEATHING NAILED WITH Ad COMMON WIRE WAILS SPACED 0312" (EOGEIFIELD) guy 1 1_ _ 1191 _, :m, E, —1� 1 I 1 I 1'123011 I HCI I 1102 Ilttt r 11Q} I I 022 1 11CI 1 iiCl B13r 'r' a92 I ssa, L l II 1 I I I z� --- (' ma: a® --- �I�'202 ROO ® m I �1 D — m r. , . nos Tzez LEEM — Im 1 Lim IL NC] D31 m © - I 1 �-. — IID, 2" -_-- .".1^31 Il �1 I 1xe lz ...'f, ID '0,1ilri 111921 w _ nm I I®' �• r1 RL]I 1 a n 1:10ED 1 II51W1 61:I nar 11'104\1 1 1I ate. 4 1xe —17112 202— tea ,— m 2Q m L I, I' - o- T.YT r-0' I, r - Q' r - D' T-0 48'-4• ,2'-0" 12)011 FOUNDATION PLAN 114" =1'-0" 0. EXISTING RETAINING WALL ELOSTIN3 RETAINING WALL /2 FOUNDATION SECTION 112'= 1•_0" Floors over vented crawlspaces must be insulated; R-30 or enough to fill the cavity. Vents shall be located below the bottom of the floor joist per IRC, R-408.1. As an alternative to insulating floors, crawlspace walls shall be permitted to be insulated when the space is not vented to the outdoors and meets the requirements of IRC, R-408.3. Take precautions to protect plumbing in these areas. FOOTING 8E8AR DOWELLS — STRUCTURAL KEYED NOTES MARK STRUCTURAL ITEM 1101 CONC. FOOTING - ( a T 511± CONT. v4(2184'6 CONT. 1102 CONC.FOOTING- 1B' (w)a IS" BO a T(d1w7(3). 114'. EACH WAY 1103 CONC. FOOTING -24" (w) a 24' 11) x NI. 8131 04'6 EACH WAY 1702 CHASSIS SUPPORT - RATED STAND (1500 CAPACITY) OR SINGLE -STACKED BAB CMU BLOCKS. 1203 SUPPORT COLUMN - 4±4 HEM -FIR Nb 2LUMBER POST ±0 6000 L8 CAP. POST BASE. 1302 LATERAL BRACING - RATED BRACING INSTALLED PER MFRS SPECIFICATION. 2301 FINNED WALL - TREATED STUD GRADE HEM FIR OR DOUG. FIR -LARCH 2,8'66 BY aC xd EFT. GRADE 7118 PLYWOOD SHEATHING NAILED WITH Ad COMMON WIRE WAILS SPACED 0312" (EOGEIFIELD) FOOTING DRILL 6 EPDXY 00±0ELLB FOOTING DOWELLING lJ r = 1'-0" DESIGN DATA I. ROOF LIVE LOAD = 20 PSE 2 ROOF SNOW LOAD = 40 PSE 3 BASIC WNO SPEED = 90 MPII WIND IMPORTANCE FACTOR =10 WIND EXPOSURE = C INTERNAL PRESSURE COEF = 30.18 4. EARTHQUAKE DESIGN DATA. SEISMIC DESIGN CATAGORY = B SITE CLASS = 0 GENERAL 0ONC10ETE N0TE�5. 1. WORM. IN STRICT ACCORDANCE WITH THE LATEST EDITION OF THE INTERNATIONAL RESIDENTIAL COOE. ACI332. AND LOCAL ORDINANCES - 2. VERIFY ALL CONDITIONS AND GIM ENS0ONS PRIOR TO POURING CONCRETE. 3. USE GRADE 85> REINFORCING STEEL 4. USE CONCRETE OF 3000 PSI MINIMUM COMPRESSIVE STRENGTH. EXISTING BEAR ALL EXTERIOR FOOTINGS BELOW FROST DEPTH 6 " RETAINING WALL 6 000RDINATE WITH MECHANICAL AND ELECTRICAL PRIOR TO POURING CONCRETE PROVIDE SLEEVES. BLOCSIOUTS. ETC. AS REQUIRED. CONTRACTOR IS RESPONSIBLE FOR PROPER PLACEMENT OF ALL ANCHOR BOLTS. 1/0/0010 ANCHORS. STRAFE. ETC INSTALL PER MFR REQUIREMENTS 8. NOTIFY ENGINEER OF ADVERSE SOIL CONDITIONS ENCOUNTERED -DURING EXCAVATION ALLOWABLE BLARING PRESSURE USED FOR DESIGN= 1500 PSF. BEAR FOOTINGS ON UN DI STNRB00 NATURAL MATERIAL. OR ON PROPERLY PLACED ANO COMPACTED GRANULAR. FILL 10. AT EACH SIOC AND AT TOP AND BOTTOM OF OPENINGS. ADO REINFORCEMENT EQUAL TQ ONE HALF THE NUMBER OE BARS CUT BY THE OPENING, 011121115 BARS 1M-5CHEVER IS GREATER_ BARS PARALLEL TO PRINCIPLE REINFORCING MUST RUN FULL 10140711 DAPS PERPENDICULAR TO PRINCIPLE REIHFORGPIO 611.10T EXTEND 24 INCHES BEYOND THE OPENING OR END IN A STANDARD HOOK GENERAL FOUNDATION NOTES 11. LOCATE OPENINGS SO AS NOT TO COINCIDE WITH BEAM SEARING LOCATIONS. 1. PROVIDE CRAWLSPACE VENTS OR CONDITIONING PER LOCAL CODES. 12 PROVIDE ALL NECESSARY COLD WEATHER PROTECTION FOR IN-PLACE CONCRETE VMN ENEVER THE TEMPERATURE IS FORCA.ST TO FALLBELOW 40'F WITHIN 14 DAYS OF PLACEMENT. 13. PROTECT CONCRETE AGAINST FREEZING UNTIL IT HAS CURED FOR. NO LESS THAN FIVE PAYS 14 DO NOT PLACE CONCRETE IN CONTACT WITH FROZEN SURFACES GEAERAL.09-0PING NOTES; SLOPE FINISH GRACE AWAY FORM THE FOUNDATION ATA MINIMUM 2 PERCENT SLOPE FOR A MINIMUM DISTANCE OF 10 FEET MEASURED FROM THE FOUNDATION. FINISH€O GRADE AT EXT. FOUNDATION WALL TO BEA MINIMUM 8 INCHES BELOW THE TOP OF THE FOUNDATION WALL TOP OF FOUNDATION WALL MUST BE A MINIMUM OF 12 INCHES ABOVE THE DRAINAGE CURB PLUS 2 PERCENT OF TILE DISTANCE FROM THE DRAINAGE CURB TO THE FOUNDATION z 0 {n ,r - ffi O Q NC ICO Li c H ti C co d v 0 0 t u N 2-d'- 02 0 C' 01 7 1 o- L0)0D LU N. r`U in C..) my V 6 G a . O > L D- 01 C.) F.. z z v z 0 GOLDEN VILLA HOMES