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HomeMy WebLinkAboutDRB090213Design Review Board਍ഀ ACTION FORM਍ഀ TOM OF PAIL਍ഀ OONT-UNITY DEVELOPMENT਍ഀ Department of Community Development਍ഀ 75 South Frontage Road, Vail, Colorado 81657਍ഀ tel: 970.479.2139 fax: 970.479.2452਍ഀ web: www.vailgov.com਍ഀ Project Name: Arosa Duplex DRB Number: DRB090213਍ഀ Project Description:਍ഀ Participants:਍ഀ APPROVED NEW TWO-FAMILY DWELLING਍ഀ OWNER TOWN OF VAIL 06/22/2009਍ഀ 75 S FRONTAGE RD਍ഀ VAIL਍ഀ CO 81657਍ഀ APPLICANT VAG, INC. ARCHITECTS & PLANN 06/22/2009਍ഀ PO BOX 1734਍ഀ VAIL਍ഀ CO 81658-1734਍ഀ License: 0000002386਍ഀ ARCHITECT VAG, INC. ARCHITECTS & PLANN 06/22/2009਍ഀ PO BOX 1734਍ഀ VAIL਍ഀ CO 81658-1734਍ഀ License: 0000002386਍ഀ Project Address: 2657 AROSA DR VAIL Location:਍ഀ Legal Description: Lot: 8 Block: C Subdivision: VAIL RIDGE਍ഀ Parcel Number: 2103-142-0402-5਍ഀ Comments: See conditions below਍ഀ Phone: 970-949-7034਍ഀ Phone: 970-949-7034਍ഀ BOARD/STAFF ACTION਍ഀ Motion By: DuBois Action: APPROVED਍ഀ Second By: Plante਍ഀ Vote: 3-0-0 Date of Approval: 08/05/2009਍ഀ Conditions:਍ഀ Cond: 8਍ഀ (PLAN): No changes to these plans may be made without the written consent of Town of਍ഀ Vail staff and/or the appropriate review committee(s).਍ഀ Cond: 0਍ഀ (PLAN): DRB approval does not constitute a permit for building. Please consult with਍ഀ Town of Vail Building personnel prior to construction activities.਍ഀ Cond: 201਍ഀ (PLAN): DRB approval shall not become valid for 20 days following the date of਍ഀ approval, pursuant to the Vail Town Code, Chapter 12-3-3: APPEALS.਍ഀ Cond: 202਍ഀ (PLAN): Approval of this project shall lapse and become void one (1) year following਍ഀ the date of final approval, unless a building permit is issued and construction is਍ഀ commenced and is diligently pursued toward completion.਍ഀ Cond: CON0010869਍ഀ monitored fire alarm system required and shall comply with NFPA 72਍ഀ Cond: CON0010907਍ഀ 1. The applicant shall provide a mock-up of the proposed exterior materials and਍ഀ colors for further review and approval by the Design Review Board prior to issuance਍ഀ of a building permit.਍ഀ 2. The applicant shall submit a final site grading and drainage plan that shall be਍ഀ reviewed and approved by the Public Works and Community Development Departments,਍ഀ prior to the issuance of a building permit.਍ഀ Planner: Nicole Peterson DRB Fee Paid: $0.00਍ഀ Application਍ഀ Construction਍ഀ General Information: This application is for new construction of a residential or cognme_ ray cabtd Vail਍ഀ Town Code sections can be found at www.vailgov.com under Vail Information - Town Code Online. All projects re-਍ഀ quiring design review must receive approval prior to submitting a building permit application. An application for Design਍ഀ Review cannot be accepted until all required information is received by the Community Development Department, as਍ഀ outlined in the submittal requirements. The project may also need to be reviewed by the Town Council and/or the Plan-਍ഀ ning and Environmental Commission. Design review approval expires one year from the date of approval, unless a਍ഀ building permit is issued and construction commences.਍ഀ Fee: 7b V਍ഀ Single Family Y Duplex Multi-Family Commercial਍ഀ Description of the Request:਍ഀ Physical Address:਍ഀ Parcel Number: 7-J6J-1A7 - 0+-b?6 (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.)਍ഀ Property Owner:਍ഀ Mailing Address:਍ഀ Owner's Signature:਍ഀ Primary Contact/ Owner਍ഀ Phone: / ?D . 471਍ഀ Mailing Address: (A, tt L J ~ A4-2 )਍ഀ Phone: LT I_lo਍ഀ E-Mail: Fax: ~b p-=_CJ_4~f-਍ഀ For Office Use Only: Cash CC: Visa / MC Last 4 CC # Auth # Check #਍ഀ i : VQ_ Received From:਍ഀ Meeting Date: 00 1 fS DRB No.: Dent Viz, 13 ,I਍ഀ Planner: tP Project No: 0 i " C) ; T਍ഀ Zoning: Land Use: ,.y~,~•ci-Fx- -਍ഀ Location of the Proposal: Lot: Block: Subdivision: V 6L f etj f਍ഀ Anr-ncr਍ഀ PROPOSED MATERIALS਍ഀ Building Materials Type of Material Color਍ഀ Roof਍ഀ Siding਍ഀ 3ZA UGr Ll-, E ~਍ഀ Other Wall Materials਍ഀ Fascia਍ഀ L-Z I C2 T ZC-: E਍ഀ Soffits਍ഀ ll਍ഀ Windows਍ഀ Window Trim਍ഀ 4? 7 t ~1~d.. ~~i ~਍ഀ ~oors਍ഀ 113 QC)U-77!~਍ഀ Door Trim਍ഀ Hand or Deck Rails਍ഀ Flues਍ഀ Flashing਍ഀ Chimneys਍ഀ Trash Enclosures਍ഀ Greenhouses਍ഀ Retaining Walls਍ഀ Exterior Lighting਍ഀ ~ (~TL7 Q~~~ 17rG7 ~H.~~"r਍ഀ Other਍ഀ Notes:਍ഀ Please specify the manufacturer's name, the color name and number and attach a color chip.਍ഀ Apr-09਍ഀ PLANNING CHECK SHEET਍ഀ Property Information਍ഀ Property Address਍ഀ 2657 Arosa Drive਍ഀ Parcel #s਍ഀ 2103-142-04-025਍ഀ Legal Description਍ഀ Lot 8 Block C Vail Ridge Subdivision਍ഀ Development Site Area਍ഀ Ac਍ഀ .417਍ഀ Sq Ft਍ഀ ' 18,164.52਍ഀ Buildable਍ഀ 18,164.52਍ഀ (PS district਍ഀ does not਍ഀ address਍ഀ buildable)਍ഀ Zoning / SDD #਍ഀ Two-Family Primary/ Secondary Residential (PS)਍ഀ Land Use Designation਍ഀ Medium Density Residential਍ഀ Known Non-Conformities਍ഀ Vacant lot਍ഀ Previous Approvals਍ഀ Approved setback variance for new 2-family dwelling - PEC09-0021਍ഀ Hazard Zones਍ഀ Snow Avalanche਍ഀ No਍ഀ Sections 12-12, 12-21, 14-6 & 14-7਍ഀ Debris Flow਍ഀ Yes - Moderate Debris Flow਍ഀ Rockfall਍ഀ No਍ഀ Excessive Slopes਍ഀ (Site Disturbance 12-21-14਍ഀ No਍ഀ Floodplain਍ഀ No਍ഀ Wetlands Y/N਍ഀ Y - wetland mitigation underway਍ഀ Creeks, Streams਍ഀ Section 12-14-17਍ഀ None਍ഀ Setback਍ഀ Proposed਍ഀ Sidewalks/ Trails਍ഀ None਍ഀ Contact Information਍ഀ Planner/ Date਍ഀ Nicole Peterson/ 07/06/09਍ഀ Owner Contact Info਍ഀ Town of Vail - Vail Local Housing Authority਍ഀ Primary Contact/ Owner਍ഀ Representative Info਍ഀ Stephanie Lord-Johnson, Vag 970.949.7034/ stephanieli@vagarchitects.com਍ഀ Project Information਍ഀ Project Description਍ഀ New 2-family dwelling (both EHU's)਍ഀ Land Use A lication(s) #਍ഀ DRB09-0213਍ഀ Proposed Uses਍ഀ (As defined by Zoning)਍ഀ 2-family dwelling਍ഀ Permitted, Conditional,਍ഀ Prohibited?਍ഀ itted਍ഀ Perm਍ഀ Date Routed/ DRT Meeting਍ഀ 06/24/09; 07/28/09; 08/03/09਍ഀ Commercial Floor Area਍ഀ Existing਍ഀ None਍ഀ Proposed਍ഀ Gross Residential Floor Area (Chapter 15)਍ഀ Total Allowed਍ഀ 6,911਍ഀ -Existing਍ഀ 0਍ഀ -Proposed਍ഀ 3,966਍ഀ Remain਍ഀ 2,945਍ഀ PIS਍ഀ District਍ഀ Only਍ഀ Primary਍ഀ (Unit B-਍ഀ east)਍ഀ 4,146.6਍ഀ -Existing਍ഀ 0਍ഀ -Proposed਍ഀ 2,005਍ഀ Remain਍ഀ 2,141.6਍ഀ Second.਍ഀ (40%)਍ഀ (Unit A਍ഀ - west)਍ഀ 2,764.4਍ഀ -Existing਍ഀ 0਍ഀ -Proposed਍ഀ 1,961਍ഀ Remain਍ഀ 803.4਍ഀ 250 or Interior Conversion?਍ഀ N਍ഀ o਍ഀ Zoning District Standards਍ഀ Setbacks (perimeter)਍ഀ Minimum Front਍ഀ 20਍ഀ Proposed਍ഀ 32਍ഀ Projections 14-10-4਍ഀ Minimum Side਍ഀ East 15਍ഀ Proposed਍ഀ 40਍ഀ Minimum Side਍ഀ 15਍ഀ Proposed਍ഀ 150+਍ഀ Minimum Rear਍ഀ 15਍ഀ Proposed਍ഀ 10 (approved਍ഀ variance)਍ഀ Lot Area/ Width਍ഀ Minimum਍ഀ 15,000਍ഀ Proposed਍ഀ 18,164.52਍ഀ Site Coverage਍ഀ Maximum਍ഀ 20% (3,632.9)਍ഀ Proposed਍ഀ 14%(2,642)਍ഀ Building Height਍ഀ Maximum਍ഀ 33' pitched਍ഀ Proposed਍ഀ 32.6'਍ഀ Landscaping਍ഀ Minimum਍ഀ 60% (10,898.40)਍ഀ Proposed਍ഀ Sections 14-10-8 & 14-10-9਍ഀ Min. Plant size਍ഀ 6' coniferous, 5਍ഀ gal shrubs਍ഀ Proposed਍ഀ 6' coniferous, 5਍ഀ gal shrubs਍ഀ Fences਍ഀ Proposed਍ഀ None਍ഀ Retaining Walls਍ഀ Max. Height਍ഀ Proposed਍ഀ 5 foot਍ഀ Sec. 14-6-7਍ഀ Min. Setback਍ഀ 2 ft.਍ഀ Proposed਍ഀ 2 ft.਍ഀ Driveway਍ഀ Max. Curb-cuts਍ഀ 2਍ഀ Proposed਍ഀ 1਍ഀ Sections 14-3-1 & 14-3-2਍ഀ Max-Min Slope਍ഀ Min-5, max-10਍ഀ unheated, 12-਍ഀ heat਍ഀ Proposed਍ഀ 10%਍ഀ Max-Min Width਍ഀ Min 15'਍ഀ Proposed਍ഀ 15'਍ഀ Heated Y/N਍ഀ N਍ഀ Drive Material਍ഀ Asphalt਍ഀ Snow Storage %਍ഀ 30਍ഀ Proposed਍ഀ 30਍ഀ Parking਍ഀ Sections 12-10 & 14-5਍ഀ Min. Spaces਍ഀ 5 (Unit A - 2;਍ഀ Unit B - 3)਍ഀ Proposed਍ഀ 5਍ഀ Min. Loading਍ഀ NA਍ഀ Proposed਍ഀ Lighting਍ഀ Section 14-10-7਍ഀ Allowed਍ഀ 18 fixtures਍ഀ Proposed਍ഀ 7 fixtures਍ഀ Waste Management਍ഀ Section 5-9਍ഀ Wildlife Proof/਍ഀ Resistant਍ഀ Inside garage਍ഀ Screened਍ഀ Inside garage਍ഀ Fences/ Screening਍ഀ Sections 14-10-9 & 14-10-10਍ഀ Required਍ഀ Electric north਍ഀ side਍ഀ Proposed਍ഀ Electric north਍ഀ side਍ഀ Roof Material਍ഀ Sections 12-11-3C & 14-10-5਍ഀ Complies Y/N਍ഀ Y - asphalt shingle - minimum 300 pound per square਍ഀ Building Separation਍ഀ Section 14-10-6਍ഀ Complies Y/N਍ഀ NA਍ഀ Adopted View Corridors਍ഀ Complies YIN਍ഀ NA਍ഀ Utilities਍ഀ (Location, easements)਍ഀ Section 14-10-10਍ഀ Ok - All utilities on site plan from Arosa drive਍ഀ Grading (Less than 2:1)਍ഀ Section 14-6਍ഀ Drainage and grading approved by PW - condition of DRB approval਍ഀ Gas Meters਍ഀ Must be sheltered from snowfall and accessible year round.਍ഀ Development Impact Fees /਍ഀ Employee Housing਍ഀ NA਍ഀ Mitigation਍ഀ Traffic Impact਍ഀ NA਍ഀ Art In Public Places਍ഀ NA਍ഀ Notes਍ഀ Conditions:਍ഀ Design Review Board Hearing July 15, 2009਍ഀ Arosa Duplex Concept਍ഀ Vail Town Code਍ഀ 14-10-3: SITE PLANNING਍ഀ A. The location and configuration of structures and accessways shall be responsive to the existing਍ഀ topography of the site upon which they are to be located. Grading requirements resulting from਍ഀ development shall be designed to blend into the existing or natural landscape. Any cuts or fills shall਍ഀ be sculptural in form and contoured to blend with the existing natural undisturbed terrain within the਍ഀ property boundary.਍ഀ B. Building siting and access thereto shall be responsive to existing features of terrain rock਍ഀ outcroppings, drainage patterns, and vegetation.਍ഀ C. Removal of trees, shrubs, and other native vegetation shall be limited to removal of those essential਍ഀ for development of the site, those identified as diseased or those essential for creating defensible਍ഀ space. Mitigation may be required for tree removal.਍ഀ D. All areas disturbed during construction shall be revegetated. If necessary, the design review board਍ഀ may designate allowable limits of construction activity and require physical barriers in order to਍ഀ preserve significant natural features and vegetation upon a site and adjacent sites during਍ഀ construction. (Ord. 3(2007) § 3: Ord., 9-21-1999)਍ഀ 14-10-5: BUILDING MATERIALS AND DESIGN:਍ഀ A. The use of noncombustible building materials and designs intended to prevent the spread of fire਍ഀ are highly encouraged. Predominantly natural building materials shall be used within the town of Vail.਍ഀ The exterior use of wood, wood siding, native stone, brick, concrete, stucco, and EIFS may be਍ഀ permitted. Concrete surfaces, when permitted, shall be treated with texture and color; however,਍ഀ exposed aggregate is more acceptable than raw concrete. The exterior use of the following siding਍ഀ materials shall be prohibited: stucco or EIFS with gross textures or surface features that appear to਍ഀ imitate other materials, simulated stone, simulated brick, plastic and vinyl.਍ഀ The exterior use of any building material, including those not specifically identified by this section,਍ഀ shall only be permitted, unless otherwise prohibited by this code, where the design review board finds:਍ഀ 1. That the proposed material is satisfactory in general appearance, quality over time, architectural਍ഀ style, design, color, and texture; and਍ഀ 2. That the use of the proposed material complies with the intent of the provisions of this code; and਍ഀ 3. That the use of the proposed material is compatible with the structure, site, surrounding structures,਍ഀ and overall character of the town of Vail; and਍ഀ 4. That the material is noncombustible or aids in the prevention of fires਍ഀ B. The same or similar building materials and colors shall be used on main structures and any਍ഀ accessory structures upon the site.਍ഀ C. Exterior wall colors should be compatible with the site and surrounding buildings. Natural colors਍ഀ (earth tones found within the Vail area) should be utilized. Primary colors or other bright colors should਍ഀ be used only as accents and then sparingly such as upon trim or railings. All exterior wall materials਍ഀ must be continued down to finished grade thereby eliminating unfinished foundation walls. All਍ഀ exposed metal flashing, trim, flues, and rooftop mechanical equipment shall be anodized, painted or਍ഀ capable of weathering so as to be nonreflective.਍ഀ D. The majority of roof forms within Vail are gable roofs with a pitch of at least four feet (4') in twelve਍ഀ feet (12'). However, other roof forms are allowed. Consideration of environmental and climatic਍ഀ determinants such as snow shedding, drainage, fire safety and solar exposure should be integral to਍ഀ the roof design.਍ഀ E. Rooflines should be designed so as not to deposit snow on parking areas, trash storage areas,਍ഀ stairways, decks and balconies, or entryways. Secondary roofs, snow clips, and snow guards should਍ഀ be utilized to protect these areas from roof snow shedding if necessary.਍ഀ F. All structures shall have class A roof assemblies or shall have class A roof covering materials, as਍ഀ defined by the adopted building code. The use of concrete tile, slate, metal, asphalt shingle, fiberglass਍ഀ shingle, and built up tar and gravel roofing may be permitted. Metal roofing, when permitted, shall not਍ഀ reflect direct sunlight onto an adjacent property and shall be surfaced with a low gloss finish or be਍ഀ capable of weathering to a dull finish. Metal roofing, when permitted, shall be of a heavy gauge and਍ഀ designed to provide visual relief to the roof surface (including, but not limited to, a standing seam).਍ഀ Asphalt and fiberglass shingles, when permitted, shall weigh no less than three hundred (300) pounds਍ഀ per roofing square. The use of wood shake, wood shingles and rolled roofing shall not be permitted.਍ഀ Two-family and multi-family dwellings shall be required to have uniform roof covering materials,਍ഀ except when the design review board determines that the materials are compatible, are integral to the਍ഀ architectural style of the structure and different materials do not share any ridges or planes, but may਍ഀ share a valley.਍ഀ Design Review Board Hearing August 5, 2009਍ഀ Arosa Duplex Final Review਍ഀ Background:਍ഀ DRB concept review of Arosa duplex July 15, 2009 comments:਍ഀ ❑ Curb cuts: Suggestion to include two curb cuts, instead of one, for the purpose of reducing਍ഀ pavement, and increasing landscaping and resident privacy.਍ഀ o Applicant has submitted supporting documentation to explain grade challenges.਍ഀ ❑ Roof ridge: On north and south elevations it was suggested that the roof ridge is too long਍ഀ without proper visual relief.਍ഀ o Applicant has raised Unit A 5 feet for visual relief.਍ഀ ❑ Exterior materials: Suggestion to add stucco or stone. Suggestion to provide wood window਍ഀ trim and fascia.਍ഀ o Applicant is proposing wood fascia.਍ഀ ❑ Snowshed: Avoid roof forms that require snow shoveling, ice dams and snowshed on parking਍ഀ areas, stairways, decks balconies or entryways.਍ഀ o Applicant has provided snowmelt on roof.਍ഀ ❑ West elevation: Suggestion to add more windows for view and fenestration.਍ഀ o West elevation revised to incorporate more windows.਍ഀ Issues:਍ഀ ❑ Proposal meets all zoning standards (See Planning check sheet).਍ഀ ❑ A final drainage plan is pending PW review, including details of the proposed berm on the west਍ഀ side. When the final plan is received, would DRB like to see the berm details or can this be਍ഀ reviewed by Staff (PW)?਍ഀ Recommendation:਍ഀ ❑ Approval, with conditions:਍ഀ o The applicant shall submit a final site grading and drainage plan that shall be reviewed਍ഀ and approved by the Public Works and Community Development Departments, prior to਍ഀ the issuance of a building permit.਍ഀ Note PEC Conditions:਍ഀ ❑ The applicant must obtain final review and approval of a site specific hazard study (As਍ഀ described in Section 12-21-13, Restrictions in Geologically Sensitive Areas, Vail Town Code),਍ഀ by the Town of Vail Community Development Department, prior to the issuance of a building਍ഀ permit.਍ഀ ❑ The applicant shall record a plat of the property, including an approved drainage easement,਍ഀ prior to the issuance of a Temporary Certificate of Occupancy, or Certificate of Occupancy.਍ഀ r਍ഀ -15਍ഀ UTILITY APPROVAL & VERIFICATION਍ഀ This form serves to verify that'the proposed Improvements will not Impact any existing or proposed utlllty services, and also to verify਍ഀ service availability and location for new construction and Should be used In conjunction with preparing your utility plan and schedul-਍ഀ ing Installations. A site plan, Including grading plan, floor plan, and elevations, shall be submitted to the following utilities for ap-਍ഀ proval and verification. PLEASE ALLOW UP TO 2 WEEKS FOR APPROVAL OR COMMENTS FROM THE UTILITY COMPA-਍ഀ NIES. If you are unable-to obtain comments within that timeframe please contact The Town of Wall.਍ഀ Subject Property Address: Block - Subdivision:਍ഀ Primary Contact / Owner Representative:਍ഀ Primary Contactlowner Representative Signature਍ഀ Phone:਍ഀ Plans Dated:਍ഀ Authorized SI natura਍ഀ Comments਍ഀ jJat®਍ഀ QWEST਍ഀ 9 70.468.6860(tel)਍ഀ 970.468.0672(fax)਍ഀ Contacts: Samuel Tooley਍ഀ sarnuel.toole west.com਍ഀ _਍ഀ XCEL HIGH PRESSURE GAS਍ഀ 970262.4076 (tel)਍ഀ 970AW.1901 (fax)਍ഀ Contact: Rich Slsneros਍ഀ richard.sisneros xcelenei.torn਍ഀ HOLY CROSS ENERGY਍ഀ !਍ഀ 970.947.5425 (tel)਍ഀ 970,945.4081 (fax)਍ഀ Contact: Jeff Vroon਍ഀ vroornC(tho cross.com਍ഀ XCEL Energy਍ഀ 970.262.4038 (fax)਍ഀ t l (111. lY>~਍ഀ U u਍ഀ /਍ഀ 3਍ഀ 262.4024 (tel)਍ഀ 970਍ഀ ,਍ഀ Ccntacts: Kit Bogert਍ഀ '਍ഀ ~ba fa਍ഀ K4piLXn, e a LENE G .com਍ഀ EAGLE RIVER WATER & SANITA-਍ഀ TION DISTRICT਍ഀ -਍ഀ 9'0.476.7480 (tel)਍ഀ 970.476.4089 (fax)਍ഀ Contact: Fred Haslee਍ഀ fl as le ~er'NS(.cr਍ഀ COMCAST CABLE਍ഀ 970.205.5432 (tei)਍ഀ 970.930.9713 (fax)਍ഀ 6contact: Mlchaellchnson਍ഀ mi਍ഀ chael ohnson :a)cable.comcast.com਍ഀ _਍ഀ COOT (Only In CG'OT klght-of-way)਍ഀ 0) 683,6284 (tel)਍ഀ Coitact; Gan Roussln਍ഀ DJ nlel.rousshi@clot.state.co.us਍ഀ _਍ഀ 1. Utility locations must be obtained before digging.਍ഀ 2. A Revocable Right-of-Way Permit may be required for any improvements within a street right-of-way. Contact the਍ഀ Public Works Department for veriflcatlon 970.479.2198.਍ഀ 3. It Is the responsiblilty of the utility company and the applicant to resolve problems Identified above.਍ഀ 4, The Primary Contact/Owner Representative Is required to submit any revised drawings to the above agencies for਍ഀ re-approval & re-verification If the submitted plans are altered In any way after the authorized signature date,਍ഀ 3਍ഀ LITILITYAPPROVAL& VERIFICATION਍ഀ V਍ഀ V਍ഀ I/਍ഀ v਍ഀ v਍ഀ This f,,rm so rv sus t,+ veer'. fy that the p-opnsed improvements wall net impact any exlsii g or proposed utility s~rvl<e r and also to verify਍ഀ s crvlcz availability ,ncl Iccarion For new ,.onstr ueilon and she, uld be usod in a n;tmetion v.•lth preparing your utility plan and sefi ¢d ul'਍ഀ log Installations, l~. sitei plan, including grading plan, floor plan, and elevations, shall be submitted to the following utilities for ap'਍ഀ prove! and ,•er;fi~a :,,gyn. PLEASE ALLOW UP TO 2 WEEKS FOR APPROVAL OR COMMENTS FROM THE UTILI FY COMPA-਍ഀ NIES . If y- are. enable _ obtain c.>mn,ents within that Cim.--lira me please contact The Ion of Vail.਍ഀ S~b;e~+:ProparcvAddre..s '4P_o9A DP_ Lot V B,_ Subdivisi਍ഀ Primary C"n- % Ov, nee Repre•sr.. tati~e: _ Phone.਍ഀ Primary Contact/Cvincr Representative Signature਍ഀ Plan. Dated:਍ഀ Authorized Signature਍ഀ Comments਍ഀ Date਍ഀ WEST਍ഀ 970਍ഀ 46&6860(਍ഀ t~਍ഀ ~ffu਍ഀ -,l਍ഀ .਍ഀ 970.468.0672(fax)਍ഀ 1਍ഀ Contacts: .S`an„..:1 Tooley਍ഀ 7਍ഀ XCEL HIGH PRESSURE GAS਍ഀ !970.262.4076 (ta )਍ഀ 970.468.1401 (f.਍ഀ Cont~~t: Ri~h Sisr.~r~s਍ഀ HOLY CROSS ENERGY਍ഀ 970.947.5425 (te਍ഀ 970.945.4081 (.a e}਍ഀ Cnntac*: Jeff Vro_.r„਍ഀ t11਍ഀ _਍ഀ .਍ഀ CEL Energy਍ഀ ਍ഀ 970262.4038 (fa )਍ഀ 970.262.4024 (te 1਍ഀ Coot--: K,t Uog , t਍ഀ VER U+ATER & SAN ITI\਍ഀ - -਍ഀ ਍ഀ ਍ഀ TION DISTRICZ਍ഀ 970.476.7480 (te਍ഀ 970.476.4089 (fa.,)਍ഀ Contact: Fred FL-,_਍ഀ COMCAST CAB.L E਍ഀ 970.205.5432 (t.)਍ഀ 970.930.4713 (f..: , ]਍ഀ Contact. I\~:ohael Johnson਍ഀ cha cl_johnson Cr.a bl e.c sc.com਍ഀ CDGT (Only in C'lOT Pi,;ht-of-.Nay}਍ഀ 970.683,6284 (t< )਍ഀ Cnnta~t: DaI. Ro„sln਍ഀ Da el.rous5in„-"d ot. st.ate.<: ~.~,s਍ഀ NOTES:਍ഀ ~^m/1਍ഀ u ~਍ഀ J਍ഀ 1 . Utility locati-s must be obtained before digging.਍ഀ 2. A Revocable Right-of'Way Permit may be required for any improvements within a street right-of-way. L.ontact the਍ഀ i਍ഀ Publi~ Work= Department for „erifi-tion 970.479.2198.਍ഀ 3. It is the r-p-s,t lity of the utility .ompany and the applicant to resolve problems identified .[loud.਍ഀ 4. The- Primary Contact/Owner Raprc-sentative is required to submit any ravitiad drawings to the above agencies for਍ഀ r.-app, 1 & re verification if the submitted plans are altered in any way after the authorized signature date.਍ഀ EE d਍ഀ z d Z08000009L ' erNJ 80 : Z L ' 1SJ eO : Z L e0OZ LZ 7f11' <NOW>਍ഀ Zt9089bO16 3N210H 12i3It7 1 S 1S3 Mt% WO~l~਍ഀ UTILITY APPROVAL & VERIFICATION਍ഀ This form serves to verify that the proposed improvements will not Impact any existing or proposed utility services, and also to verify਍ഀ service avaiiability and location for new construction and should be used in conjunction with preparing your utility plan and scheduk਍ഀ ing installations. A site plan, including grading plan, floor plan, and elevations, shall be submitted to the following utilities for ap-਍ഀ proval and verification. PLEASE ALLOW LIP TO 2 WEEKS FOR APPROVAL OR COMMENTS FROM THE UTILXTY COMPA-਍ഀ NIES. If you are unable to obtain comments within that timeframe please contact The Town of Vail.਍ഀ Subject: Property, Address: 2657 Arosa Drive਍ഀ Lot 8਍ഀ Block C਍ഀ Subdivision: Vail Midge਍ഀ Primary Contact I Owner Representative: Ste਍ഀ hanie Lord-Johnson਍ഀ Phone:਍ഀ 970-949-7034਍ഀ Primary Contact/Owner Representative Signature਍ഀ Plans Dated: 06-22-09਍ഀ Authorized Signature਍ഀ Comments਍ഀ Data਍ഀ QWEST਍ഀ 970.468.6860(tel਍ഀ 970.468.0672(fax)਍ഀ Contacts: Samuel Tooley਍ഀ samuel,toolev~ ._'.Af(Ast_rnm਍ഀ XCEL HIGH PRESSURE GAS਍ഀ S,s a Egos਍ഀ NO I MFACT Ott਍ഀ "7 ,਍ഀ 970.262.4076(tel)਍ഀ QrESSVf਍ഀ C'4'6c~y Hi~'਍ഀ a,~਍ഀ 970.468.1401. (fax)਍ഀ g~਍ഀ Contact: Rich Sisneros਍ഀ Qoo avr<~f"਍ഀ S਍ഀ richard.sisneros^xcelenerg ,0 m਍ഀ HOLY CROSS ENERGY਍ഀ 970.947.5425 (tei)਍ഀ 970.945.4081 (fay;)਍ഀ Contact: Jeff Vrc•om਍ഀ 'vroomghol cross.com਍ഀ XCEL Energy਍ഀ 970.262.4038 (fax)਍ഀ 970.262.4024 (tel)਍ഀ Contacts; Kit Bogwt਍ഀ Katn n.Bo ertgxCELENERGY.com਍ഀ EAGLE RIVER WATER & SANITA-਍ഀ TION DISTRICT਍ഀ 970.476.7430 (tel)਍ഀ 970.476.4089 (fax)਍ഀ Contact: Fred Haslee਍ഀ fhasleP erwsd.o."a਍ഀ COMCAST CABLE਍ഀ 970.205.5432 (tral)਍ഀ 970.930.4713 (fax)਍ഀ Contact: Michael Johnson਍ഀ mi-਍ഀ chael Johnson*cable.comcast,com਍ഀ CDOT (Only in CJOT Right-of-way)਍ഀ 970,683.6284 (tel)਍ഀ Contact: Dan R.o.issin਍ഀ NOTES:਍ഀ 1. Utility locations must be obtained before digging.਍ഀ 2. A Revocable Right-of-Way Permit may be required for any improvements within a street right-of-way, Contact the਍ഀ Public Works Department for verification 970479.2198.਍ഀ 3. It is the responsibility of the utility company and the applicant to resolve problems identifled above.਍ഀ 4. The Primary Contact/Owner Representative is required to submit any revised drawings to the above agencies for਍ഀ re-approval & re-verification if the submitted plans are altered in any way after the authorized signature date.਍ഀ (X) "'d 62:; 600.? b~ Ir~f T0VT89t7Ci_6T:xeJ dH ]Pd~UHLdl^i~I.>਍ഀ UTILITY APPROVAL & VERIFICATION਍ഀ This form serves to verify that the proposed improvements will not impact any existing or proposed utility services, and also to verify਍ഀ service availability and location for new construction and should be used in conjunction with preparing your utility plan and schedul-਍ഀ ing installations. A site plan, including grading plan, floor plan, and elevations, shall be submitted to the following utilities for ap-਍ഀ proval and verification. PLEASE ALLOW UP TO 2 WEEKS FOR APPROVAL OR COMMENTS FROM THE UTILITY COMPA-਍ഀ NIES. If you are unable to obtain comments within that timeframe please contact The Town of Vail.਍ഀ 151਍ഀ Subject Property Address: 2857 Arosa Drive Lot 8 Block C Subdivision: Vail Ridge਍ഀ Primary Contact/ O~wne(r Representative: Stephanie Lord-Johnson Phone., 970-549-7034਍ഀ Kl` = "~X ~ Plans Dated: 06-22-05਍ഀ Prmiary t'6--nVii00 vne presentatnve Si.-nature-਍ഀ Authorized Signature਍ഀ Comments਍ഀ Date਍ഀ QWEST਍ഀ 970.468.6860(tel)਍ഀ 970.468, 0672(fax)਍ഀ Contacts: Samuel Tooley਍ഀ samuel.toole a west.con਍ഀ XCEL HIGH PRESSURE GAS਍ഀ 970.262.4076 (tel)਍ഀ 970.468.1401 (fax)਍ഀ Contact: Rich sisneros਍ഀ richard.sisnerosaxc lever .co਍ഀ HOLY CROSS ENERGY਍ഀ 970.947.5425 (tei)਍ഀ 970਍ഀ 945਍ഀ 4081 (fax)਍ഀ ~਍ഀ .਍ഀ .਍ഀ Contact: 3effVroom਍ഀ ਍ഀ f਍ഀ ivroorii@holycross.com਍ഀ XCEL Energy਍ഀ 970.262.4038 (fax)਍ഀ 970.262.4024 (tel)਍ഀ Contacts: Kit Bogert਍ഀ Kath n. e aiXCELENERGY.com਍ഀ EAGLE RIVER WATER & SANITA-਍ഀ TION DISTRICT਍ഀ 970.476.7480 (tel)਍ഀ 970.476.4089 (fax)਍ഀ Contact: Fred Haslee਍ഀ fhaslee a.ervrsd.or਍ഀ COMCAST CABLE਍ഀ 970.205.5432 (tel)਍ഀ 970.930.4713 (fax)਍ഀ Contact: Michael Johnson਍ഀ mi-਍ഀ chaeLjohnson@ca ble.comcast.cam਍ഀ CDOT (Only in CDOT Right-of-way)਍ഀ 970.683.6284 (tei)਍ഀ Contact: Dan Roussin਍ഀ Daniel.roussin@dot,state,co.us਍ഀ NOTES:਍ഀ 1. Utility locations must be obtained before digging.਍ഀ 2. A Revocable Right-of-Way Permit may be required for any improvements within a street right-of-way, Contact the਍ഀ Public Works Department for verification 970.479.2198,਍ഀ 3. It is the responsibility of the utility company and the applicant to resolve problems identified above.਍ഀ 4. The Primary Contact/Owner Representative is required to submit any revised drawings to the above agencies for਍ഀ re-approval & re-verification if the submitted plans are altered in any way after the authorized signature date.਍ഀ Apr-09਍ഀ P਍ഀ 6਍ഀ 5~~ n਍ഀ Town of Fail਍ഀ E >਍ഀ ~ t਍ഀ Arosa Drive Duplex਍ഀ '਍ഀ € Arosa Piwc, Vail, Cotnratlo਍ഀ i਍ഀ ? n਍ഀ UTILITY APPROVAL & VERIFICATION਍ഀ This form serves to verify that the proposed improvements will not impact any existing or proposed utility services. and also to verify਍ഀ service availability and location for new construction and should be used in c-Junction with preparing your utility plan and schedul-਍ഀ Ing installations. A site plan. Including grading pion, floor pion, ono elevations, shall be submitted to the following utilities for ap-਍ഀ proval and v.rif,catian. PLEASE ALLOW UP TO 2 WEEKS FOR APPROVAL OR COMMENTS FROM THE UTILITY COMPA਍ഀ N IES. If you are unable to obtain comments within that timarrame plaase contact The Town of Vail.਍ഀ Subject Property Address: 2657 Arosa Drive L਍ഀ of s D਍ഀ lock C Subd,vl, io n. Vail Ridge਍ഀ Primary Contact i Own., Rap...antat,..,: Stephanie Lord-Johnson Phone: 970-949-7034਍ഀ Plan. Dated: 06-22-09਍ഀ Primary Contact &-.er Representative Signature਍ഀ Authorized Signature਍ഀ Comments਍ഀ Date਍ഀ QWEST਍ഀ 970.468.6860([.,)਍ഀ 970.468.0672(,,. x)਍ഀ Contact,: Samuel Too,ey਍ഀ i tool. st.c m਍ഀ XCEL HIGH PRESSURE GAS਍ഀ 970.262.4076 (t.l)਍ഀ 970.468.1401 (r.x)਍ഀ Cont.ot: Rich Slsn.ros਍ഀ hn d .lit - Ivnor਍ഀ n ,c m਍ഀ HOLY CROSS ENERGY਍ഀ 970.947.5425 (tai)਍ഀ 970.945.4081 (fa x)਍ഀ Contact: J.ff Vroom਍ഀ J..r m@hory~ra,,.~am਍ഀ XCEL E..rgy਍ഀ 970.262.4038 (r-)਍ഀ 970.262.4024 (t.l)਍ഀ Cents[,: Kit Bogart਍ഀ n h B -'E ENER Y਍ഀ EAGLE RIVER WATER & SANITA-਍ഀ TION DISTRICT਍ഀ 970.476.7480 (t.l)਍ഀ 970.476.4089 (fa,r)਍ഀ T਍ഀ Contact: Fred Ha,,..਍ഀ rhnsl aCn?o ,d.਍ഀ rw r਍ഀ ਍ഀ COMCAST CABLE਍ഀ -਍ഀ 970.205.5432 (tel)਍ഀ 970.930.4713 (,,.x)਍ഀ Contact: Mlcha.l Johnson਍ഀ mf਍ഀ ch..l oh nson~a.. ca ble.co mce aa.com਍ഀ CDOT (Only In CDOT Right-orwey)਍ഀ 970.683.6264 (t.l)਍ഀ Co--: Dan Re.,,,n਍ഀ Daniel .ro usslndot.ste tecovs਍ഀ 1. Utility locations must obtained before digging.਍ഀ 2. A Revocable Right-of-Way Permit may be required for any improvements within a street right-of-way. Contact the਍ഀ Public Works Department for verifloat,on 970.479.2198.਍ഀ 3. It 1s the responsibility of the utility company and the apptic.nt to r.solve probl.ms Identified above.਍ഀ 4. Th. Primary Cont.ct/Owner Representative is required to submit any revised drawing, to the above agencies for਍ഀ re-approval & re-verification If the submittad plans are altered in any way after the authorized signature date.਍ഀ Apr-09਍ഀ UTILITY APPROVAL & VERIFICATION਍ഀ This form serves to verify that the proposed improvements will not impact any existing or proposed utility services, and also to verify਍ഀ service availability and location for new construction and should be used in conjunction with preparing your utility plan and schedul-਍ഀ ing installations. A site plan, including grading plan, floor plan, and elevations, shall be submitted to the following utilities for ap-਍ഀ proval and verification. PLEASE ALLOW UP TO 2 WEEKS FOR APPROVAL OR COMMENTS FROM THE UTILITY COMPA-਍ഀ NIES. If you are unable to obtain comments within that timeframe please contact The Town of Vail.਍ഀ Subject Property Address: Lot__~~ Block C Subdivision: `U ( 1tX~_-਍ഀ Primary Contact / Owner Representative:਍ഀ Primary C'oumact/0%ner Representative Signature਍ഀ Phone:਍ഀ Plans Dated:਍ഀ Authorized Signature਍ഀ Comments਍ഀ Date਍ഀ QWEST਍ഀ 970.468.6860(tei)਍ഀ 970.468.0672(fax)਍ഀ Contacts: Samuel Tooley਍ഀ SiRM99L,tOOlgy,@QwesL.com਍ഀ XCEL HIGH PRESSURE GAS਍ഀ 970.262.4076 (tel)਍ഀ 970.468.1401 (fax)਍ഀ Contact: Rich Sisneros਍ഀ richard.sisneros xcelenergy.com਍ഀ HOLY CROSS ENERGY਍ഀ 970.947.5425 (tel)਍ഀ 970.945.4081 (fax)਍ഀ Contact: Jeff Vroom਍ഀ 'vroom@ho! cross.com਍ഀ XCEL Energy਍ഀ 970.262.4038 (fax)਍ഀ 970.262.4024 (tel)਍ഀ Contacts: Kit Bogert਍ഀ Kath_ n.Bogfrt XCELENERGY.com਍ഀ EAGLE RIVER WATER & SANITA-਍ഀ TION DISTRICT਍ഀ 970.476.7480 (tel)਍ഀ 970.476.4089 (fax)਍ഀ Contact: Fred Haslee਍ഀ fhaslee erwsd.or਍ഀ COMCAST CABLE਍ഀ 970.205.5432 (tel)਍ഀ ✓਍ഀ a LL it r "f਍ഀ 970.930.4713 (fax)਍ഀ L l-s~,tZ {>.t`9 R i°r+ir਍ഀ Contact: Michael Johnson਍ഀ 16 ~ aL.tN Q, Eu f'਍ഀ mi-਍ഀ 3 v t a਍ഀ chael_johnson@sable.comcast.com਍ഀ CDOT (Only in CDOT Right-of-way)਍ഀ 970.683.6254 (tel)਍ഀ Contact: Chan Roussln਍ഀ Daniel, roussin@dot.state.co. us਍ഀ NOTES:਍ഀ 1. Utility locations must be obtained before digging.਍ഀ 2. A Revocable Right of-Way Permit may be required for any improverents within a street right-of-way. Contact the਍ഀ Public Works Department for verification 970.479.2198.਍ഀ 3. It is the responsibility of the utility company and the applicant to resolve problems identified above.਍ഀ 4. The Primary Contact/Owner Representative is required to submit any revised drawings to the above agencies for਍ഀ re-approval & re-verification if the submitted plans are altered in any way after the authorized signature date.਍ഀ RE਍ഀ Memo:਍ഀ Project Name: TOV Arosa Drive Duplex਍ഀ Date: 07-27-09਍ഀ RE: DRB Submittal਍ഀ FROM: Stephanie Lord-Johnson਍ഀ TO: Nicole Peterson਍ഀ JUL 2 7 2009਍ഀ TOWN OF VAIL਍ഀ Project No: 2910.00਍ഀ VAg, Inc Architects and Planners਍ഀ TOV਍ഀ Please find attached the updated DRB submittal for the Arosa Drive Duplex:਍ഀ • (4) full size 2406 Sets - Cover Sheet, Index Sheet, Site Plan, Landscaping Plan, Main Level Floor Plan Upper਍ഀ Level Floor Plan, (4) sheets of Sections, (2) sheets Elevations, and Details਍ഀ • One wet stamped topographic survey਍ഀ • (1) set of GRFA calculations਍ഀ • Utility Form - As per our discussion I have all the signs offs except for Holy Cross. Kit was out of town and the਍ഀ other staff didn't quite know what to do with the form. I will continue to follow up with Kit and Holy Cross਍ഀ • Color Board/Elevation਍ഀ Per the DRB comments from਍ഀ C~ Curb cuts: We studied the second curb cut and can not get the second curb cut to comply with TOV regulations.਍ഀ Please see attached sketch SK 1.0 for a site section through the recommended location of the second curb cut.਍ഀ As shown in the section, we have raised the residence per our geotechnical engineers recommendations,਍ഀ however it is still not enough to get positive drainage away from the garage and meet the TOV requirements for਍ഀ the slope of the driveway's first 20'. We would need a driveway at approximately 18% slope to reach from the਍ഀ road to our driveway low point. 1.4 3 0_;4_1 / ( 0 rr "0-1 - 1_04਍ഀ `ro਍ഀ Lp/ Roof ridge: As requested we have broken the main ridge of the residences. Additionally we have raised the਍ഀ West Unit per the geotechnical engineers recommendation which combined with the roof changes creates a਍ഀ strong break between the two residences and eliminates the long ridge line.਍ഀ • Exterior materials: We are proposing to stay with the all wood/hardiboard siding, however understand the਍ഀ DRB's concerns regarding neighborhood context and material interest of the residence. Therefore, we have਍ഀ continued to pursue wood construct at the porches, proposed a wood garage door with more interest and selected਍ഀ a mix of materials and color palettes that match the character of the neighbor. Please see attached elevation਍ഀ sketch.਍ഀ • Snowshed: Unfortunately the design did not lend itself to changing the ridge lines at the garages. We opted਍ഀ against adding additional dormers to prevent areas for snow to build up in tight pockets. The elevations and਍ഀ roof plan does show heat tape, gutters and downspouts at both garages.਍ഀ • West elevation: We added additional windows to the West Elevation as requested.਍ഀ Please contact me if you need any additional information or clarifications.਍ഀ Phnsical Address (970) 949-7034 Mailina, Address:਍ഀ 90 Benchmark Rd.- Suite 202 fa.x: (970) 949-8134 P.O. Box 1734਍ഀ Avon. CO 81620 email eencral~uva:,architccts.com Vail. CO 81618-17;4਍ഀ AA਍ഀ ਍ഀ VAg, Inc.਍ഀ Architects & Planners਍ഀ Memo:਍ഀ Project Name: TOV Arosa Drive Duplex਍ഀ Date: 07-13-09਍ഀ RE: Landscape Plan਍ഀ FROM: Stephanie Lord-Johnson਍ഀ TO: TOV staff਍ഀ Remarks:਍ഀ Arosa Drive - Landscape Plan਍ഀ Objectives: The landscape plan attempts the following:਍ഀ VAg, Inc Architects and Planners਍ഀ Project No: 2910.00਍ഀ - screen garage / parking areas from street / neighbors਍ഀ - screen site from adjacent trailhead / public destination - define the edge deliberately.਍ഀ - provide a sense of privacy for both units in duplex - at least at entrances to units਍ഀ - provide opportunity for seasonal color at key locations near unit entries਍ഀ - provide some curb appeal from Arosa Drive਍ഀ - water conservation - use only species that are drought tolerant and irrigate only during establishment਍ഀ - limited maintenance - no turf, use of ground cover (rock and mulch) around periphery of driveway,਍ഀ parking, building਍ഀ - preserve existing trees around perimeter of the site਍ഀ - cost effective - do as much as possible with limited budget and resources.਍ഀ Quantities New Landscape Materials:਍ഀ 1 ornamental tree (optional) - at entry to announce driveway entry with the address monument.਍ഀ 6 evergreens - 6 to 8' height. Species - Spruce, Austrian pine or limber pine (all are on the drought tolerant list)਍ഀ 26 aspen - 1" caliper size, nursery grown single stem਍ഀ 50 1 gallon shrubs - xeric drought tolerant -mimic what's found on south facing slopes in the area.਍ഀ 38 1 gallon perennials - xeric drought tolerant - mimic what's found on south facing slopes in the area.਍ഀ Rock / cobble - as local as possible, OR reclaimed from somewhere else. Diameter size of 6" or less, rounded,਍ഀ browns and reds preferred਍ഀ All disturbed areas reseeded with appropriate native seed mix.਍ഀ Existing Trees:਍ഀ 5 evergreens, presumably spruce਍ഀ 2 aspen preserved if possible਍ഀ All trees outside area of disturbance਍ഀ Physical Address: (970) 949-7034 Mailing Address:਍ഀ 90 Benchmark Rd., Suite 202 fax: (970) 949-8134 P.O. Box 1734਍ഀ Avon, CO 81620 email: general a~vagarchitects.com Vail, CO 81658-1734਍ഀ Memo-਍ഀ Project Name: TOV Arosa Drive Duplex਍ഀ Date: 08.05.09਍ഀ RE: DRB - Exterior Materials and Colors਍ഀ FROM: Stephanie Lord-Johnson਍ഀ TO: TOV staff and PEC਍ഀ UNIT A West:਍ഀ Exterior Materials and Colors਍ഀ VAg, Inc Architects and Planners਍ഀ James Hardie Siding - Painted - includes Horizontal Lap Siding, Shake Siding Panels਍ഀ • Buckthorn਍ഀ • Woodbriar਍ഀ • Greenbriar਍ഀ James Hardie Trim Boards - Painted਍ഀ • Buckthorn਍ഀ • Woodbriar਍ഀ Board & Batten Wood Siding - Painted਍ഀ Wood Fascia - Painted਍ഀ • Buckthorn਍ഀ Roofing - Asphalt Shingles਍ഀ • Elk Prestique High Definition, Weatherwood਍ഀ Garage Door਍ഀ • Clopay painted MDF - Painted Buckthorn਍ഀ • Style: Recessed Long with Stockton Short windows਍ഀ Gutters਍ഀ • Painted to Match਍ഀ Physical Address:਍ഀ 90 Benchmark Rd., Suite 202਍ഀ Avon, CO 81620਍ഀ VAg, Inc.਍ഀ Architects & Planners਍ഀ (970) 949-7034਍ഀ fax: (970) 949-8134਍ഀ email: general@vagarchitects.com਍ഀ Project No: 2910.00਍ഀ Mailing Address:਍ഀ P.O. Box 1734਍ഀ Vail, CO 81658-1734਍ഀ UNIT B East:਍ഀ Exterior Materials and Colors਍ഀ James Hardie Siding - Painted - includes Horizontal Lap Siding, Shake Siding Panels਍ഀ • Buckthorn਍ഀ • Woodbriar਍ഀ • Cedar਍ഀ James Hardie Trim Boards - Painted਍ഀ • Buckthorn਍ഀ • Woodbriar਍ഀ Wood Boards with Chinking਍ഀ • 10" Wood Boards -Painted਍ഀ • Perma-Chink -Buff Color਍ഀ Board & Batten Wood Siding - Painted਍ഀ Wood Fascia - Painted਍ഀ • Buckthorn਍ഀ Roofing - Asphalt Shingles਍ഀ • Elk Prestique High Definition, Weatherwood਍ഀ Garage Door਍ഀ • Clopay painted MDF- Painted Buckthorn਍ഀ • Style: Recessed Long਍ഀ Gutters਍ഀ • Painted to Match਍ഀ Physical Address: (970) 949-7034 Mailing Address:਍ഀ 90 Benchmark Rd., Suite 202 fax: (970) 949-8134 P.O. 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It has਍ഀ <osraac c3rz src-?cn low thermal conductivity.਍ഀ • PERMA-CHINK skins over in less than two hours and cures in 2 -8 weeks,਍ഀ tdepending on temperature and humidity.਍ഀ ci:<x here>..>:;:yE:,f>_ PERMA-CHINK IS EASY TO USE!਍ഀ • PERMA-CHINK is easy to apply with a grout bag. caulking gun or a chink pump-਍ഀ http://www.logfinish.com/store/Perma-ChinkLo,,Chinkin,/.php਍ഀ Page 1 of 5਍ഀ Check Out Our Log Blog਍ഀ Anthology of newsletters਍ഀ 'Customer testimonials਍ഀ Best Info abon o the Web਍ഀ We sell only the products with the [zest field਍ഀ Performance਍ഀ F"tP;s਍ഀ Order $700 or more of Logn-in Products and਍ഀ your shipping is FREE਍ഀ ucs.t਍ഀ k'ra•e Adohe A<rr,?.tiet਍ഀ 8/4/2009਍ഀ Retail Home Page About us Customer Service਍ഀ View our Interactive Catalog਍ഀ °erma-Chink Log Home Chinking Page 2 of 5਍ഀ • PERMA-CHINK requires only one application.਍ഀ • PERMA-CH INK cleans up quickly and easily with soap and water.਍ഀ PERMA-CHINK IS SAFE TO USE!਍ഀ PERMA-CHINK is VOC compliant and meets all current state and federal air quality਍ഀ requirements.਍ഀ HOW MUCH AREA WILL A FIVE GALLON BUCKET OF PERMA-CHINK਍ഀ COVER?਍ഀ Width of Gap਍ഀ 1 Five Gallon Bucket Will Cover਍ഀ V਍ഀ 380 Linear Feet਍ഀ 1-1/2"਍ഀ 256 Linear Feet਍ഀ 2"਍ഀ 192 Linear Feet਍ഀ 2-1/2"਍ഀ 154 Linear Feet਍ഀ 3"਍ഀ 127 Linear Feet਍ഀ 3-1/2"਍ഀ 110 Linear Feet਍ഀ 4"਍ഀ 96 Linear Feet਍ഀ 4-1/2"਍ഀ 85 Linear Feet਍ഀ 5"਍ഀ 76 Linear Feet਍ഀ 6"਍ഀ 63.5 Linear Feet਍ഀ HOW DO I APPLY PERMA-CHINK?਍ഀ For best results, apply PERMA-CHINK in temperatures of 40 - 90 degrees Fahrenheit, out਍ഀ of direct sunlight਍ഀ LOG PREPARATION: Log area to be chinked must be clean, dry and free from loose or਍ഀ foreign materials. Do not apply to oily or glass smooth surfaces. Some paraffin based਍ഀ stains and sealants may cause adhesion problems (if in doubt, test small area for਍ഀ adhesion).਍ഀ WORK TIPS- Wear old clothes and shoes. PERMA-CHINK is not easily removed from਍ഀ fabric. Always maintain a clean working area. Discard used rags, etc. in proper disposal਍ഀ containers. PERMA-CHINK that is allowed to dry completely cannot be easily removed.਍ഀ When ready to quit for the day, simply leave bag or gun containing material in a moderately਍ഀ warm place. The open ends of the bag or gun will form a "plug", this will prevent the rest of਍ഀ the material from curing. When ready to begin again, simply squeeze the plug out, discard਍ഀ hardened material and continue. When reusing an open bucket of material, be sure to਍ഀ remove any partially cured "skin" before filling bag or gun.਍ഀ CLEANUP: Spills or runs must be cleaned up with water immediately. Once cured, it is਍ഀ extremely difficult to remove PERMA-CHINK completely.਍ഀ 1. How To Insure a Proper Chink Joint: It is better to fill a joint deeper than it is to਍ഀ make it too thin, because you need an adequate mass of material to absorb਍ഀ movement that will occur. However. no joint needs to be deeper than 1/2",਍ഀ regardless of the joint width. Proper backer should be used to bring the depth up to਍ഀ within 1/2" of the surface. Do not fiil excess voids with chinkino or caulking਍ഀ 2. Two Point Adhesion. Chinking or caulking must be able to move when the਍ഀ substrate moves, and it doesn't matter whether the joint is in stress or tension, or in਍ഀ compression. The sealant material should adhere to only the surfaces that move,਍ഀ usually the top and bottom logs. If all the contact area is sealed, there will likely be a਍ഀ "cohesive" failure, or a tearing at the point of the most stress. Usually if a proper਍ഀ backer is used, this will allow the material to release if movement occurs, while still਍ഀ maintaining an adhesive seal at log surfaces. Proper backers are closed or open਍ഀ cell backer rods, normally used in concrete construction, or various "breaker"tapes਍ഀ may be used਍ഀ 3. Caulking Reservoir: A Caulking Reservoir must be created that will have enough਍ഀ mass to allow movement. For example, if a product advertises 50% elongation, this਍ഀ tells you that a space must be created which is two to four times larger than਍ഀ whatever movement is expected of the substrate. Basically if you expect an 1/8"਍ഀ movement, your joint width should be 1/2" to 3/4". So the larger the starting size਍ഀ allowed. the less likely there will be for log movement to exceed the sealant's਍ഀ capabilities. A good rule of thumb is Gap Width should be a minimum of one sixth of਍ഀ the log diamter (i. e. 8" log/6=1.3" finished joint width). Observation of this rule will਍ഀ help create the proper reservoir for performance.਍ഀ 4. Application Conditions. Of all the field conditions that are normally encountered..਍ഀ temperature and humidity are largely responsible for log movement. When the਍ഀ temperature rises, the logs will expand, and at the coldest temperature, they will਍ഀ contract. When you apply sealant during cold, damp conditions the logs will more਍ഀ than likely be at the smallest dimensions (after some normal shrinkage may have਍ഀ occurred). When the weather dries out and warms up, the sealant will normally਍ഀ relax. Conversely, if you apply your sealant during hot, dry conditions, the joint will਍ഀ be at its smallest point, and when temperatures fall or even turn very humid, the਍ഀ logs may contract and put the sealant in stress. Sometimes the contraction, or਍ഀ movement may be severe enough to tear the sealant.਍ഀ 5. Tooling and Finishing of Joints All joints should be tooled by spraying a small਍ഀ amount of water onto the chinking and smooth to the desired finish. Always trowel਍ഀ in such a way as to form a good seal to the wood. Maintain a depth a little more਍ഀ than 114". as the material will shrink slightly when cured.਍ഀ 6. For Full Round "Chink Style" Construction:਍ഀ L Select the correct size trapezoid rod that fits flush with the logs, (see਍ഀ diagram A below). Be sure that edges are flush with log surface and do not਍ഀ protrude. Edges that protrude may cause a "thin" or weak point in the਍ഀ finished chinking.਍ഀ 2. Press rod into place and glue or staple securely There should be no "give"਍ഀ http://www.logf iiish.com/stoi-e/Perma-ChinkLogChinking.php 8/4/2009਍ഀ Perma-Chink Log Home Chinking਍ഀ to properly installed rod (see photos #1&2).਍ഀ 3. Apply PERMA-CHINK so there will be a minimum depth of 1/4" over the਍ഀ entire rod, and not to exceed 3/8" (see photos #3,4&5). NOTE. For logs਍ഀ where 3/4" trapezoid rod is too big to fit properly, use 1/4", 3/8", or 1/2"਍ഀ round rod (see diagram 8).਍ഀ 7. For Milled or Pre-Cut Log Systems:਍ഀ 1. For proper installation of PERMA-CHINK, a backer should still be used. If਍ഀ the area is too small to accommodate a backer rod, masking tape should be਍ഀ used to create a bondbreaker (see photos #6&7).਍ഀ 2. Once the rod or tape has been properly installed, apply PERMA-CHINK over਍ഀ the backer at a minimum depth of 1/4", not to exceed 3/8" (see photo #8).਍ഀ NOTE: As many of the milled log systems have very small joint areas, some਍ഀ homeowners do not desire the look of a full chinked joint. In this case,਍ഀ especially if the desired joint size is 1" or less, ENERGY SEAL should be਍ഀ considered instead of PERMA-CHINK.਍ഀ "in਍ഀ Photo 6 Photo਍ഀ SQUARE LOG CONSTRUCTION਍ഀ Foam Backer Systems:਍ഀ 1. Many pre-cut log systems will furnish an EPS (Expanded Polystyrene)or Beadboard਍ഀ backer that may have been installed at the time the logs were erected, or it may be਍ഀ up to the applicator to install the board prior to the chinking application. In either਍ഀ case, the board should be installed as per the instructions furnished by the home਍ഀ manufacturer for proper performance. The board should ft snugly into the chinking਍ഀ area, and not have any gaps or sharp edges for the chinking to stretch over. Any਍ഀ fasteners used to secure the board should be galvanized to prevent rusting. Also਍ഀ take care not to sink the fasteners below the surface of the backer, as this will਍ഀ cause a "dimple" in the surface once the chinking material has cured. Remember,਍ഀ the smoother the backer, the smoother the chinking will be.਍ഀ 2. If the foam is not furnished with the home. efforts should be taken to secure the਍ഀ proper board. The use of improper boards may cause "blistering" from outgassing of਍ഀ littp://ww",.Iogfiiiisli.com/store/Perma-Ciiiiikl.ogChinkin(i.php਍ഀ Page 3 of 5਍ഀ 8/4/2009਍ഀ .Derma-Chink Log Home Chinking਍ഀ the board. Always use EPS (Expanded Polystyrene) or Beadboard not Pinkboard,਍ഀ Blueboard or any other board that is not Expanded Polystyrene. The other extruded਍ഀ boards usually have a thin, transparent plastic film on at least one side. Beadboard਍ഀ has no film installed, and is easily obtained at most building supply outlets.਍ഀ 3. Log systems that are hewn flat on two vertical sides should have an Expanded਍ഀ Polystyrene bevel cut to fit the log profile as shown (see Diagram C). Once਍ഀ installed, it should be stapled in place to hold it securely. All "butt" joints should be਍ഀ fitted together tightly and if any gaps are present, they should have masking tape਍ഀ applied over the voids.਍ഀ 4. Pre-cutting the Beadboard slightly larger than the joint size will make it easier to਍ഀ handle. Finish cutting and installation should be done with a hot knife.਍ഀ 5. Log Systems that are hewn or sawn on all four sides should have Expanded਍ഀ Polystyrene cut to fit snugly into the chinking area, and pressed firmly into place਍ഀ taking care not to leave any gaps or voids between the logs and the foam (see਍ഀ diagram D). All 'butt' joints should fit as tightly together as possible. Any voids or਍ഀ gaps should be taped over before applying any chinking. Any fasteners used should਍ഀ be galvanized and installed in such a fashion as not to seat them below the surface,਍ഀ possibly causing a dimple in the finished chinking.਍ഀ Diagram C਍ഀ Log on Log, or Solid Log Wall Systems:਍ഀ Diagram D਍ഀ Install masking tape over the vertical face of the joint (see photos #9, 10 & 11) .਍ഀ Take care not to cover the very top and bottom of the horizontal area the chinking਍ഀ must adhere to. This backer (masking tape) will eliminate:਍ഀ 1. a cohesive failure or separation in the material caused by the PERMA-਍ഀ CHINK adhering tightly to the top, bottom and back of the joint area while਍ഀ experiencing substantial log movement,਍ഀ 2. a small "fold" of material that may stick out if substantial log movement਍ഀ occurs; and਍ഀ 3. the possibility of "blistering" of finished material due to the gases and vapors਍ഀ that escape from the log.਍ഀ 2. Apply PERMA-CHINK at the recommended 1/4" - 3/8" thickness, making sure the਍ഀ chinking is applied wide enough to go beyond the backer tape and adheres to the਍ഀ log surfaces (see photos #12 & 13).਍ഀ Photo 13਍ഀ Hard Board Spline Systems:਍ഀ 1. Install furnished spline in accordance with the manufacturer's instructions.਍ഀ 2. Spline board should fit tightly to upper and lower logs, with no gaps at seams or਍ഀ joints. In some cases. there will be a slot in the bottom of the upper log to slide the਍ഀ spline into. which creates a "floating" spline to accommodate any movement.਍ഀ 3. Apply PERMA-CHINK directly to the spline at the recommended 1/4" -3/8" thickness਍ഀ Page 4 of 5਍ഀ http://wA,N,w.logfinish.com/stcn-e/Perma-C'hinkL,ogChinkii7g.php 8/4/2009਍ഀ Perma-Chink Log Home Chinking਍ഀ (see photos #14 - 17).਍ഀ Restoration of Failed Mortar:਍ഀ 1. Use trapezoid or backer rod to fill horizontal gaps and cracks where mortar has਍ഀ separated from logs due to shrinkage. "Canned" expanding foam may also be used਍ഀ to fill these areas. Be sure to trim away excess before applying any chinking.਍ഀ 2. Expanded Polystyrene may be used to fill large gaps and voids where mortar has਍ഀ been removed (see photo #18).਍ഀ 3. Old mortar does not need to be removed prior to applying PERMA-CHINK, if it is਍ഀ solid and not crumbling (see photo #19).਍ഀ 4. PERMA-CH INK is then applied over the entire surface. Always go past the mortar to਍ഀ get good contacts to the logs.਍ഀ HOW DO I STORE PERMA-CHINK?਍ഀ Store buckets of PERMA-CHINK at moderate temperatures, in a clean dry place, out of਍ഀ direct sunlight. Although the product is freeze-thaw stable, it is best to protect material from਍ഀ freezing. Do not store in close proximity to radiant heat sources like fireplaces or wood਍ഀ stoves, as the excessive heat may cause the material to start curing in the bucket਍ഀ HOW CAN I RENEW OR CHANGE THE COLOR OF MY CHINKING?਍ഀ Just brush on a coat of CHINK-PAINT! For information on this product, please click on the਍ഀ CHINK-PAINT link on the Logfinish.com website.਍ഀ HOW IS PERMA-CHINK SHIPPED?਍ഀ PERMA-CHINK Log Chinking is shipped in D.0 T.-approved five gallon plastic buckets that਍ഀ are packaged in strong corrugated cartons. 99% of our orders are shipped within 24 hours਍ഀ of order receipt via UPS Groundtrack.਍ഀ HOW DO I ORDER PERMA-CHINK?਍ഀ Logfinish.com nationally distributes PERMA-CHINK Log Chinking. To order PERMA-CHINK਍ഀ use our secure online order system 24.7 or contact us by phone, fax, or e-mail. Our offices਍ഀ are open Monday-Friday from 900 AM to 500 PM Eastern Time.਍ഀ Perma-Chink Log Chinking 5 Gallon QTVr 1਍ഀ Perma-Chink Log Chinking White 207 5 Gallon 177.75਍ഀ Perna-Clink Log Chinking 30 oz Case € TY: 1਍ഀ Perma-Chink Log Chinking White 207 30 OZ Case 140.75਍ഀ Click here.਍ഀ Page 5 of 5਍ഀ http://www.logfinish.com/store/Perma-ChirnkLogChinking.php 8/4/2009਍ഀ Classic Wood Garage Doors Windows਍ഀ w਍ഀ www਍ഀ c਍ഀ (HOUSEKEEPING)਍ഀ ~P•.""'"v'rx਍ഀ s਍ഀ F, .਍ഀ Email this page਍ഀ Print this page਍ഀ Add This Page to My਍ഀ Folder਍ഀ U5,100਍ഀ ShareThis਍ഀ Page 1 of 1਍ഀ Residential Wood Garage Doors਍ഀ Search਍ഀ Home I Building P ,,fessiarai 1 af-fl Us I C~ Ita, t Us I P ess R,, n, I Warranty Registration I Where to Buy I My Folder਍ഀ C L A S S I C I W 0 0 D਍ഀ Classic Wood Garage Door W"'io•~; `,Ptso" r਍ഀ ~਍ഀ Cathedral Short Cathedra' i.nng਍ഀ y Stockton Short Stockton Long਍ഀ Plain Short਍ഀ Plain Long਍ഀ Horizon (double)਍ഀ Sunset (double) Sherwood਍ഀ Classic . .਍ഀ Recessed Panel: S-1.1,਍ഀ Pec.esed Panel: Hemtccx਍ഀ Smooth Flush Panel: Rough Sawn਍ഀ Flush Panel:਍ഀ Luan Panel with Hemlock਍ഀ Wood Frame with਍ഀ Hardboard or Fir Plywood਍ഀ od Panty਍ഀ Luan Plywo਍ഀ Wood Frame਍ഀ Hardboard Panel਍ഀ Panel਍ഀ Sl 11 [l,਍ഀ RAIT਍ഀ P;1\EI I਍ഀ Raised Panel Wood Species I਍ഀ Factory Finish Paint Option਍ഀ When you take advantage of Clopay's factory finish paint option,' your wood door arrives primed, pain ec਍ഀ and ready to install. We've eliminated the extra steps of hiring a contractor to finish the door on site and਍ഀ the added worry that the job will bedone right. The door is stored and finished according to Clopay਍ഀ warranty guidelines, for a durable, flawless, vibrant finish, worthy of the most discriminating close-ups.਍ഀ Door panels are sealed with a paintable caulk to resist moisture and then treated with a tayer of primer਍ഀ followed by two coats of white latex paint.਍ഀ 'Not available on redwood or cedar doors਍ഀ Terms of Use Privacy Site Map Garage Door Products਍ഀ My Folder Login (What is this?)਍ഀ Email:਍ഀ Password:਍ഀ ❑ Remember login਍ഀ 0 Sign In਍ഀ Create an account਍ഀ How to use My Folder਍ഀ •'io 2009 Clopay਍ഀ http://www.clopaydoor.com/classicwood-windows.aspx 8/4/2009਍ഀ Forte Lighting - Home and Outdoor Commercial Lighting Manufacturer Page 1 of 3਍ഀ http://www.fortelighting.com/ProductDetall.php?item=1 127-01-32DS 7/23/2009਍ഀ Elk Roofing਍ഀ 1&611, 116L 166਍ഀ 3.Shakewood 4.Sablewxxi 5 Hickory 6.Barln%TxA਍ഀ Prestique਍ഀ ~A਍ഀ a~ ~ 9਍ഀ 7.1% I. l r. Forest Green 1t i , l਍ഀ Page 2 of 3਍ഀ Capstone Ri ge਍ഀ Prestique Plus਍ഀ High Definition਍ഀ Zh stique I਍ഀ Definition਍ഀ Prestique I(਍ഀ Raised Profile਍ഀ Rtdge਍ഀ Seal-A-਍ഀ Ridge~O Plus਍ഀ Extra਍ഀ 13-1-4" x 9-਍ഀ Dimension 12-਍ഀ 12" x 12" (304.8਍ഀ 13-1-4" x 39-਍ഀ 13-1'4" x 38-਍ഀ 7~8" (336.55਍ഀ 12" x਍ഀ Product Size਍ഀ 1;8" x 39-਍ഀ min x 304.8਍ഀ 3/8" (336.55 mm਍ഀ 318" (336.55mm਍ഀ 34"(336.55 mm਍ഀ mm x਍ഀ 12" (304.8mm਍ഀ lit" (308 mm਍ഀ nun)਍ഀ x 100025 mm)਍ഀ x 1000.25mm)਍ഀ x 984.25mm)਍ഀ 250.825਍ഀ x 304.8mm)਍ഀ x 1003.31N11)਍ഀ 111171)਍ഀ EA ~osure਍ഀ I਍ഀ 5" 127 mm)਍ഀ (਍ഀ 6਍ഀ ' 3" (169.16mm)਍ഀ 5਍ഀ 5!8" (142.S7mm)਍ഀ 5਍ഀ 5'8" (142.87mm)਍ഀ 5;S" (142.87nnn)਍ഀ (1«12.87਍ഀ 2~3° (169.16਍ഀ mm)਍ഀ mm)਍ഀ Pieces/Bundle਍ഀ 18਍ഀ 45 (4 bundles =਍ഀ 100 li near ft.)਍ഀ 16਍ഀ 16਍ഀ 22਍ഀ 72(3਍ഀ bundle; =਍ഀ I I)O linr<tr਍ഀ 45 (4 bundles਍ഀ 100 linear਍ഀ f਍ഀ tt)਍ഀ t.)਍ഀ 4.98.75਍ഀ 1/98.5 sq. ft.਍ഀ 4%98.5 sq. ft.਍ഀ 3;100 sq. It.਍ഀ Bundles/Square਍ഀ (exceeds਍ഀ (exceeds 375 j਍ഀ (exceeds 300਍ഀ (exceeds 2,5਍ഀ 3001bsJsq.)਍ഀ Ibs.~sq.)਍ഀ lbs./sq.)਍ഀ Ibs.:sq.)਍ഀ s Plant)਍ഀ 9 (Ennis plant)਍ഀ 14 (Ennis plant)਍ഀ I I (Tuscaloosa਍ഀ 13 (Tuscaloosa਍ഀ 16 (Tuscaloosa਍ഀ Squares/Pallet਍ഀ 13਍ഀ Plant)਍ഀ plant)਍ഀ plant)਍ഀ 10 (Shifter਍ഀ 13 (Shafter਍ഀ 16 (Shafter਍ഀ plant)਍ഀ plant)਍ഀ plant)਍ഀ StainGuardk਍ഀ C heck for਍ഀ Available from਍ഀ Available from਍ഀ Available from਍ഀ Treatment਍ഀ rvailahility਍ഀ I਍ഀ L਍ഀ Tuscaloosa plant਍ഀ I u~,enloosu plant਍ഀ Tuscaloosa plant਍ഀ Limited਍ഀ ~i~arranty਍ഀ 30 year.਍ഀ 40 years਍ഀ 30 years਍ഀ 25 }cars਍ഀ Non-prorated਍ഀ Umbrella਍ഀ Warranty਍ഀ Coverage for਍ഀ initial 10਍ഀ 5 year,਍ഀ 5 years਍ഀ 5 years਍ഀ Coverage਍ഀ years/labor and਍ഀ tmin&shim-des਍ഀ wind/shill- les਍ഀ wind shingle਍ഀ mate rail/option਍ഀ and labor਍ഀ and labor਍ഀ and labor਍ഀ for਍ഀ transferability਍ഀ ~#vailable਍ഀ Moss Rose,਍ഀ 'Voss Rose_਍ഀ 1-6(Fnnis&਍ഀ Shatter)਍ഀ 1-6(Ennis&਍ഀ Shatter)਍ഀ I-6 (Ennis)਍ഀ l-6 (I:aulis)਍ഀ Colors਍ഀ Granite, Fossil਍ഀ Granite. Fossil਍ഀ 1-5,7.9਍ഀ 1-5,7,$਍ഀ 1-6,8਍ഀ 1-6,'),10਍ഀ 1਍ഀ Grcy਍ഀ Grey਍ഀ JUSCaIOWSa)਍ഀ ( Tuscaloosa)਍ഀ (Tuscaloosa)਍ഀ (Shat ter)਍ഀ I-6,9.1(1਍ഀ 1਍ഀ http://www.siding-n-windows.com/elk.htm 8/4/2009਍ഀ TOWN OVAIL਍ഀ Development Review Team & Construction Update਍ഀ Community Development Large Conference Room਍ഀ Wednesday at 10:00 am਍ഀ July 15, 2009਍ഀ AGENDA਍ഀ 10:00 Development Review Team਍ഀ Purpose: Provide coordination and input across Departments on proposed development proposals਍ഀ Staff Item / Topic & Description Time਍ഀ WC 1. Planning Department Updates 10 minutes਍ഀ BW 2. Code Enforcement Update 5 minutes਍ഀ RF 3. Evergreen PEC Application: PW, Fire, Building orientation 15 minutes਍ഀ NP 4. Arrabelle Roof, comments, all departments 10 minutes਍ഀ '਍ഀ -NP 5. Arosa,Duplex, update and comments 5 minutes਍ഀ 1 v ` r• 5 1 1 _ roe n I.w 1-2r 'f 411 Other - 5 minutes਍ഀ DRB/PEC Updates 5 minutes਍ഀ ~ n~ ~਍ഀ cv;~1r, 56y LtPS¢ GrCrt~c~T~`71,਍ഀ C-e਍ഀ Jo਍ഀ ਍ഀ 0 0~਍ഀ 1 l►~ n਍ഀ TOWN OVAIJ਍ഀ Development Review Team & Construction Update਍ഀ Community Development Large Conference Room਍ഀ Wednesday at 10:00 am਍ഀ July 29, 2009਍ഀ AGENDA਍ഀ 10:00਍ഀ Development Review Team਍ഀ Purpose: Provide coordination and input across Departments on proposed d਍ഀ evelopment proposals਍ഀ Staff਍ഀ Item / Topic & Description਍ഀ Time਍ഀ LC਍ഀ 1. Permits Plus Questions & Concerns - staff list਍ഀ 10 minutes਍ഀ WC਍ഀ 2. Planning Department Updates਍ഀ 10 minutes਍ഀ BW਍ഀ 3. Code Enforcement Update਍ഀ 5 minutes਍ഀ BG਍ഀ 4. Hicks Residence water feature, routing of plans਍ഀ 5 minutes਍ഀ NP 5. Arosa duplex: Update 10 minutes਍ഀ NP 6. Post variance: Update and discussion 10 minutes਍ഀ Other - 5 minutes਍ഀ DRB/PEC Updates 5 minutes਍ഀ COMMUNITY DEVELOPMENT ROUTING FORM਍ഀ Routed To:਍ഀ PW Fire/ Bldg਍ഀ Date Routed:਍ഀ 07/28/09਍ഀ Routed By:਍ഀ Nicole Peterson਍ഀ Date Due:਍ഀ 07/31/09਍ഀ Project Name: Arosa Duplex਍ഀ Revisions਍ഀ Project DRB 09-00213਍ഀ Activity਍ഀ Description of work: New duplex b TOV - 2 EHU's਍ഀ Address:਍ഀ 2857 Arosa Dr਍ഀ Legal:਍ഀ Lot: Subdivision:਍ഀ Status:਍ഀ ❑ Approved਍ഀ ❑ Approved with conditions ❑ Denied਍ഀ Comments:਍ഀ ❑ Zepartment Issues.਍ഀ Date Reviewed: 7/31/09਍ഀ Provide more detail for the surface drainage on the south side of the house.਍ഀ Extend drainage easement lines to the southwest property਍ഀ Provide more driveway grade information.਍ഀ Show flow line on ditch.਍ഀ Show snow storage areas on site plan.਍ഀ More comments possible with revisions.਍ഀ cad਍ഀ Nicole Peterson - Arosa Details਍ഀ Ntl਍ഀ From: Nicole Peterson਍ഀ To: Stephanie Lord-Johnson਍ഀ Date: 7/16/2009 11:29 AM਍ഀ Subject: Arosa Details਍ഀ CC: George Ruther; Nina Timm; Warren Campbell਍ഀ Hello Stephanie,਍ഀ Staff has reviewed the most recent submittal of the Arosa Duplex (DRB09-0213) and we have some additional਍ഀ comments and revisions needed prior to the final DRB review. Please submit satisfactory responces to the਍ഀ following, by 5:00pm on Monday, July 27, 2009 to proceed to the August 5th DRB meeting with final review:਍ഀ 1. Please submit a completed Utility Approval and Verification Form (attached).਍ഀ 2. Please note: All submitted, revised plans shall be consistent with one another.਍ഀ 3. Please submit a revised Stamped Topographic Survey with the following additions/ deletions:਍ഀ 1. Wet stamp and signature of a licensed surveyor.਍ഀ 2. Remove structure(lot is vacant).਍ഀ 3. Lot size and build able area (excludes red hazard avalanche, slopes greater than 40%, and਍ഀ floodplain).਍ഀ 4. Show right of way; including bearings, distances and curve information.਍ഀ 5. Indicate all easements identified on the subdivision plat and recorded against the property as਍ഀ indicated in the਍ഀ title report. List any easement restrictions.਍ഀ 6. Adjacent roadways labeled and edge of asphalt for both sides of the roadway shown for a਍ഀ minimum of 250'਍ഀ in either direction from property.਍ഀ 7. Any adjacent sidewalks and trails.਍ഀ 8. Spot Elevations at the edge of asphalt, along the street frontage of the property at twenty-five਍ഀ foot intervals਍ഀ (25% and a minimum of one spot elevations on either side of the lot਍ഀ 9. Existing trees or groups of trees having trunks with diameters of 4" or more਍ഀ 10. Rock outcroppings and other significant natural features (large boulders, intermittent streams,਍ഀ etc.)਍ഀ 11. All existing improvements (including edge of existing gravel drive)਍ഀ 12. Environmental Hazards (i.e. rock fall, debris flow, avalanche, wetlands, floodplain, soils)਍ഀ 13. Wetland delineation and provide any necessary approvals or permits from Colorado Department of਍ഀ Natural਍ഀ Resources and/ or Army Corp of Engineers.਍ഀ 14. Show all utility meter locations, including any pedestals on site or in the right-of-way adjacent to਍ഀ the site.਍ഀ Exact location of existing utility sources and proposed service lines from their source to the਍ഀ structure. Utilities਍ഀ to include, cable TV, sewer, gas, telephone, water, electric, size and type of drainage culverts,਍ഀ swales,਍ഀ etc.਍ഀ 4. Please submit a revised Site and Grading Plan with the following additions/ deletions:਍ഀ 1. Lot size and buildable area (excludes red hazard avalanche, slopes greater than 40%, and਍ഀ floodplain).਍ഀ 2. Existing and proposed grades. All disturbed areas must be returned to a 2:1 grade or PE stamped਍ഀ details of਍ഀ slope protection and/or stable soils are required.਍ഀ 3. Proposed layout of buildings and other structures including chimneys, decks, patios, fences and਍ഀ walls. Indicate਍ഀ the foundation with a dashed line and the roof edge with a solid line. Must be consistent with floor਍ഀ plans.਍ഀ 4. All proposed roof ridge lines with proposed ridge elevations. Indicate existing (natural grade prior਍ഀ to construction of structure) and proposed grades shown underneath all roof lines. This will be਍ഀ used to calculate਍ഀ building height.਍ഀ 5. Locations of all utilities including meter pits, existing sources and proposed service lines from਍ഀ sources to the਍ഀ structures.਍ഀ 6. Proposed surface drainage on and off-site, including culverts.਍ഀ 7. Location of limits of disturbance fencing.਍ഀ 8. Names of all adjacent roadways.਍ഀ 9. Retaining walls with proposed elevations at top and bottom of walls. A detailed cross-section and਍ഀ elevation਍ഀ drawings shall be provided on the plan or separate sheet. Stamped engineering drawings are਍ഀ required for਍ഀ walls between 4' and 6' feet in height and all combination walls.਍ഀ 10. Proper erosion control devices.਍ഀ 11. Location of all geologic/environmental hazard areas.਍ഀ 12. Delineate areas to be phased and appropriate timing, if applicable.਍ഀ 5. Please submit a revised Landscape Plan with the following additions/ deletions:਍ഀ 1. Scale of 1" = 20' or 1" = 10' (Landscape plan must be drawn at the same scale as the site plan).਍ഀ 2. Location of existing trees, 4" diameter or larger. Indicate trees to remain, to be relocated਍ഀ (including new਍ഀ location), and to be removed. Large stands of trees may be shown (as bubble) if the strand is not਍ഀ being affected by the proposed improvements and grading.਍ഀ 3. Indicate all proposed ground cover, shrubs and trees with a detailed legend, listing the name,਍ഀ type, size and quanity (caliper for deciduous trees, height for conifers, gallon size for shrubs and਍ഀ height for foundation shrubs). The minimum size for proposed trees is 2" caliper deciduous trees,਍ഀ coniferous trees that਍ഀ are six feet in height, and 5 gallon shrubs. Also specify types of groundcover and proposed square਍ഀ footage.਍ഀ Include a description of any other landscaping features (ponds, fountains, retaining walls, pools,਍ഀ etc).਍ഀ 4. Delineate critical root zones for existing trees in close proximity to site grading and construction਍ഀ and proposed tree preservation method.਍ഀ 5. The location and type of existing and proposed watering systems.਍ഀ 6. Existing and proposed contour lines. Retaining walls shall be included with the top of wall and the਍ഀ bottom of਍ഀ wall elevations noted.਍ഀ 6. Please submit revised Architectural Elevations with the following additions/ deletions:਍ഀ 1. All elevations fully dimensioned.਍ഀ 2. Existing and finished grades.਍ഀ 3. Elevations shall show proposed finished elevation of floors and roofs on all levels.਍ഀ 4. All exterior materials and colors shall be specified on the elevations.਍ഀ 5. The following shall be shown graphically and fully dimensioned: fascia, trim, railings, chimney਍ഀ caps, meter਍ഀ locations, meter screening methods and window details.਍ഀ 6. Show all proposed exterior lighting fixtures on the building. Submit cut sheets for fixtures.਍ഀ 7. Indicate the roof and building drainage system (i.e. gutters and downspouts).਍ഀ 8. Indicate all rooftop mechanical systems and all other roof structures, if applicable.਍ഀ 9. Illustrate proposed building height elevation on roof lines and ridges. These elevations should਍ഀ coordinate਍ഀ with the finished floor elevations and the datum used for the survey.਍ഀ 10. Exterior color and material samples shall be submitted to staff and presented at the Design Review਍ഀ Board਍ഀ meeting.਍ഀ 7. Gross Residential Floor Area calculations including allowable, proposed, and total GRFA for all units in the਍ഀ development plan.਍ഀ Thank you for your time and consideration. Please let me know if you have questions or concerns on the above਍ഀ list. Please also note the following summary of Design Review Board comments from the conceptual review,਍ഀ yesterday, July 15, 2009.਍ഀ • DRB Summary Comments:਍ഀ • Curb cuts: Two curb cuts, instead of one for the purpose of less pavement, more landscaping and਍ഀ resident privacy.਍ഀ • Roof ridge: On north and south elevations it was suggested that the roof ridge is too long without proper਍ഀ visual relief.਍ഀ • Exterior materials: Suggestion to add stucco or stone.਍ഀ • Window trim and facia: Suggestion to provide wood trim and facia.਍ഀ • Snowshed: Avoid roof forms that require snow shoveling, ice dams and snowshed on parking areas,਍ഀ stairways, decks balconies or entryways.਍ഀ • West elevation: Suggestion to add more windows for view and fenestration.਍ഀ Thanks again.਍ഀ Best,਍ഀ Nicole਍ഀ 6਍ഀ V ~ c਍ഀ Q fi਍ഀ 60/lf/LO :91VG 3flssl .,O-,l =..S/l :31vV )s਍ഀ GHVOH H0103- NOIIVA'II਍ഀ 3'LLLL DNIMV214਍ഀ Xgldfla HAINU VSONV਍ഀ TINA 30 NMO.I.਍ഀ 016Z :ON 13:IfOlfd :3 W V N . 33fONd਍ഀ a਍ഀ 0਍ഀ L ul਍ഀ ਍ഀ o਍ഀ O਍ഀ >਍ഀ N਍ഀ o਍ഀ 0਍ഀ D਍ഀ Q਍ഀ z਍ഀ w਍ഀ 0਍ഀ lf~਍ഀ 0਍ഀ m਍ഀ ~ boo a਍ഀ d~਍ഀ JN~ I਍ഀ m਍ഀ 0਍ഀ m਍ഀ m਍ഀ a`਍ഀ d਍ഀ R਍ഀ 0਍ഀ I਍ഀ w਍ഀ a਍ഀ m ~ M਍ഀ Q਍ഀ 0਍ഀ a r5n C਍ഀ "I਍ഀ iD਍ഀ 9਍ഀ 91਍ഀ Q਍ഀ n m਍ഀ Q਍ഀ 0਍ഀ a਍ഀ Q਍ഀ n਍ഀ u਍ഀ 0਍ഀ t਍ഀ Q਍ഀ 0਍ഀ 9਍ഀ m਍ഀ O਍ഀ 0਍ഀ m਍ഀ m਍ഀ c਍ഀ 0਍ഀ U਍ഀ O]਍ഀ 0਍ഀ N਍ഀ m਍ഀ rn਍ഀ Cl਍ഀ O਍ഀ z਍ഀ o਍ഀ n਍ഀ ~਍ഀ c਍ഀ z਍ഀ °਍ഀ o਍ഀ ਍ഀ C਍ഀ ਍ഀ e਍ഀ o਍ഀ °਍ഀ r਍ഀ G਍ഀ PROJECT NAME: PROJECT NO: 2910਍ഀ m y Arosa Drive Duplex y 3; ? 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