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HomeMy WebLinkAboutDRB120250 Department of Community Development 75 South Frontage Road ���� �� ��j� Vail, CO 81657 Tel: 970-479-2128 www.vailgov.com Development Review Coordinator Application for Design Review Minor Exterior Alteration General Information: This application is required for all proposals involving minor changes to buildings and site improve- ments, such as roofing, painting, window additions, landscaping, fences, retaining walls, etc. Applicable Vail Town Code sections can be found at www.vailgov.com under Vail Information—Town Code Online. All projects requiring de- sign 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 Planning and Environmental Commission. Design review approval expires one year from the date of approval, unless a building per- mit is issued and construction commences. Fee: $250 for Multi-Family/Commercial $20 for Single Family/Duplex Single Family Duplex � Multi-Family a'� Commercial Description of the Request: Renovation of Exterior Facade &Tenant Interior for use as a new restaurant. Physical Address: 193 Gore Creek Drive, Unit A& Unit D, Vail, CO, 81657 Parcel Number: 2101-082-13-015 (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.) Property Owner: Gore Creek Plaza, LLC & Ladybelle Partnership, LLLP Mailing Address: 193 Gore Creek Drive, Vail, CO, 81657 Phone: Owner's Signature: Primary Contact/ Owner Representative: Matt Morgan Mailing Address: Sweet Basil, 193 East Gore Creek Drive, Suite 201, Vail, CO, 81657 Phone: 9�0.476.0125 E-Mail: matt@sweetbasil-vail.com Fax: 970.476.0137 RECEI VED By David Rhoades at 11:39 am, Jun 25, 2012 For Office Use Only: Cash_ CC: Visa/ MC Last 4 CC# Exp. Date: Auth # Check# ��13 6 Fee Paid: $2 5 0 Received From: SWEET BAS I L Meeting Date: DRB No.: DRB 12 0 2 5 0 Planner: Project No: PRJ12—0 3 2 3 Zoning: Land Use: Location of the Proposal: Lot: A Block: 5B Subdivision: vAIL vILLAGE FILING 1 F�WN (1�F VAII. JOINT PROPERTY OWNER WRITTEN APPROVAL LETTER The applicant must submit written joint property owner approval for applications affecting shared ownership properties such as duplex, condominium, and multi-tenant buildings. This form, or similar written correspondence, must be com- pleted by the adjoining duplex unit owner or the authorized agent of the home owner's association in the case of a con- dominium or multi-tenant building. All completed forms must be submitted with the applicants completed application. I, (print name) , a joint owner, or authority of the association, of property located at 193 East Gore Creek Drive, Vail, CO, 81657 , provide this letter as written approval of the plans dated 2012-06-25 which have been submitted to the Town of Vail Community Development Department for the proposed improvements to be completed at the address not- ed above. I understand that the proposed improvements include: A complete Interior Renovation and Minor Exterior Alteration of the Level 1 Unit A and Unit D of the Gore Creek Drive Plaza Building. These two spaces, which are currently separate, will be consolidated into one restaurant space as part of the project, with all code compliant isses being satisfied. The frontage of both spaces will be slightly modified as well as the roof line over Unit A. The intent is to improve the entire north elevation at ground level in a manner more congruent with the Vail Village design Criteria and unify the exterior to reflect the function of the interior. (Signature) (Date) Additionally, please check the statement below which is most applicable to you: 1 understand that minor modifications may be made to the plans over the course of the review process to ensure compli- ance with the Town's applicable codes and regulations. (Initial here) 1 understand that all modifications, minor or otherwise, which are made to the plans over the course of the review pro- cess, be brought to my attention by the applicant for additional approval before undergoing further review by the Town. (Initial here) NOTE: SIGNED HARD COPIES OF THIS DOCUMENT WILL BE HAND DELIVERED TO THE TOWN OF VAIL COMMUNITY DEVELOPMENT OFFICE BY THE PROPERTY OWNERS. Property Information Property Address 193 East Gore Creek Drive, Unit A, Vail, CO, 81657 Parcel# 2101-082-13-015 Legal Description COMMERCIAL UNIT A, PART OF LOT 5B, BLOCK 5, VAIL VILLAGE 1ST FILING Development Site Area sq ft acres buildable sq 7,553.3 0.1734 ft 6,042.6 Zone District/SDD# (COMMERCIAL CORE 1 (CC1) Hazard Zones SnowAvalanche � High Severity �Moderate Severity g� N/A Sections 12-21& 14-7 Debris Flow � High Flow Moderate Flow B High Avalanche � N/A Rock fall �High Severity ` Medium Severity �N/A Excessive Slopes � ?30% � N/A Floodplain � 100 year floodplain � Floodway � Wetlands � N/A Creeks,Streams ✓ Gore Creek (—on site i% adjacent to site s N/A Section 12-14-17 Other tributary: ' "on site ' adjacent to site �N/A Project Information Project Description Renovation of Exterior Facade &Tenant Interior for use as a new restaurant. Development Standards Allowed Existing Proposed Gross Residential Floor Area Primary sq ft (maximum) Secondary sq ft Chapterl2-15 EHU sq ft TOTAL sq ft 5,147 UNCHANGED �250 Addition � Interior Conversion Credits: Setbacks(minimum) Front ft N/A Section 14-10-4 Side ft N/A Side ft N/A Rear ft N/A Watercourse ft 50 FEET >50FEET UNCHANGED Site Coverage(maximum) see definition Section 12-2-2 6,042.6 sq ft(80%) >80% UNCHANGED Building Height(maximum) Sloping ft see definition Section 12-2-2 Flat ft 3-4 Stories 45�-��� [4-stories 10�-��� [from creek Landscaping Softscape sq ft No new softscape See definition Section 14-2-1 Hardscape sq ft Section 14-10-8 No new hardscapE TOTAL sq ft No new landscape Driveway Max Curb-cuts No new driveway Sections 14-3-1& 14-3-2 Max Grade @ cen- terline n/a Min width n/a Heated drive? � Yes �No �Yes �.. No Snow Storage% n/a Parking #Enclosed Spaces Sections 12-10&14-5 #Unenclosed No new parking TOTAL Outdoor Lighting(maximum) #fixtures Section 14-10-7 8 [North Elevation] DESIGN REVIEW PROCESS ���� �� ��j� Pre-application Meetinq A pre-application meeting with Town of Vail Staff is not required; however, highly recommended. The purpose of a pre- application meeting is to identify any critical issues pertaining to the proposal and to determine the appropriate development review process for an application. Town of Vail Planning Staff reserves Thursday afternoons for pre-application meetings. Please call the Development Review Coordinator at 970-479-2128 to schedule a meeting for Thursday afternoon. Deadlines and Meetinq Dates The Design Review Board meets on the 1st and 3rd Wednesdays of each month beginning at 3:00 pm. Complete applica- tions are due in the Office of Community Development no later than 12:00 noon on the submittal deadlines below: Submittal Deadline Meetin Date December 12, 2011 January 4, 2012 Continued, , , Continued. . , December 26, 2011 January 18, 2012 Submittal Deadline Meeting Date January 9, 2012 February 1, 2012 July 9, 2012 August 1, 2012 )anuary 23, 2012 February 15, 2012 July 23, 2012 August 15, 2012 February 13, 2012 March 7, 2012 August 13, 2012 September 5, 2012 February 27, 2012 March 21, 2012 August 27, 2012 September 19, 2012 March 12, 2012 April 4, 2012 September 10, 2012 October 3, 2012 March 26, 2012 April 18, 2012 September 24, 2012 October 17, 2012 April 9, 2012 May 2, 2012 October 15, 2012 November 7, 2012 April 23, 2012 May 16, 2012 October 29, 2012 November 21, 2012 May 14, 2012 June 6, 2012 November 12, 2012 December 5, 2012 May 29, 2012 June 20, 2012 November 26, 2012 December 19, 2012 June li, 2012 July 4, 2012 December 10, 2012 January 2, 2013 June 25, 2012 Jul 18, 2012 December 24, 2012 Januar 16, 2013 Application Submittal Submit all required information under the submittal requirements section of this application by the deadlines stated above. Incomplete applications will not be processed. Upon receipt of a complete application, the Community Development De- partment shall review the submitted materials for general compliance with the appropriate requirements of the zoning code. If the application is not in compliance with zoning code requirements, the application and submittal materials shall be re- turned to the applicant with a written explanation of non-compliance. Staff Review The Administrator(a member of the Planning Staff)will review and either approve a Design Review application, approve it with conditions, deny the application, or refer the application to the Design Review Board for a decision. All Staff approvals are reviewed by the Design Review Board and any administrative decision is subject to final approval by the Board. The Board reviews applications and may approve, approve with conditions, deny the application, or table the application to allow applicants to respond to comments. Desiqn Review Board Meetinq Requirements Prior to the meeting, for new construction and additions, the applicant must stake and tape the project site to indicate prop- erty lines, proposed buildings and building corners. All trees proposed to be removed must be marked. The applicant must ensure that staking done during the winter is not buried by snow. The applicant, or their representative(s), shall be present at the Design Review Board public meeting. The item will be postponed if the applicant fails to appear before the Design Review Board, on their scheduled meeting date. SUBMITTAL REQUIREMENTS The Town of Vail offers two(2)methods for submittal of materials for review of applications. Materials can be submitted either digitally or on paper. Whichever method you select all materials shall be submitted in that format throughout the Design Review process. The Town encourages you to consider using the submittal of digital documents and plans. If submitting digitally all elements of the application shall be uploaded to the Town's share file site as a complete set of materials. If submitting paper three(3)copies of the materials noted with an asterisk(')and one(1)copy of all others are required. The materials necessary to have a complete application are as follows: ❑ Completed application form including owner's signature (cover sheet). ❑ Application fee • Additional fees may be required if: 1)Any local, state or Federal agency review is required, 2) Publishing fees are in excess of 50% of the application fee, or 3) External consultants are required by the Town to re- view significant impacts on the community. ❑ Project narrative describing the background, purpose and details of the proposal (Address To: Design Review Board). ❑ Title report, including Schedules A& B to verify ownership and easements. ❑ Joint Property Owner Written Approval Letter, if applicable (pg. 2). This form is applicable to all Design Review appli- cants that share ownership of the subject property. For example, the subject property where construction is occurring is a duplex, condominium or multi-tenant building. This form shall be completed by the applicanYs neighbor/joint property owner. In the case of a multiple-family dwelling or multi-tenant building, the authority of the association shall complete this form. ❑ Utility Approval and Verification Form, if applicable (pg. 7). This form is applicable to any construction within an ease- ment and may be required for any construction if deemed necessary by Town of Vail Staff. ❑ Plan Sheet Format (Applies to all plan sheets) ❑ Plan sheet size must be 24"x 36". For large projects, larger plan size may be allowed. • Graphic bar scale (minimum scale is 1"=20'). • North arrow. • Title block, project name, project address and legal description. • Indication of plan preparer, address and phone number. • Dates of original plan preparation and all revision dates. • Sheet labels and numbers. • A border with a minimum left side margin of 1.5". • Plan legend. ❑ Plan Set Cover Sheet* • Project name. • Address and legal description. • Sheet Index. • Preparer's contact information and other relevant contacts (i.e. Owner, Surveyor, Contractor). • Vicinity map or location map at a scale of 1"=1,000' or larger. ❑ Stamped Topographic Survey* • Wet stamp and signature of a licensed surveyor. • Scale of 1"=10' or 1"=20'. • Legal description and physical address. • Lot size and build able area (excludes red hazard avalanche, slopes greater than 40%, and floodplain). • Labeled ties to existing benchmark, either USGS landmark or sewer invert. • Property boundaries to the nearest hundredth (.01) of a foot accuracy. Distances and bearings and a basis of bearing must be shown. Show existing pins or monuments found and their relationship to the established corner. • Show right of way and property lines; including bearings, distances and curve information. • Indicate all easements identified on the subdivision plat and recorded against the property as indicated in the title report. List any easement restrictions. • 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. • Topographic conditions at two foot contour intervals. • Existing trees or groups of trees having trunks with diameters of 4" or more. • Rock outcroppings and other significant natural features (large boulders, intermittent streams, etc.). • All existing improvements (including foundation walls, roof overhangs, building overhangs, etc.). • Environmental Hazards (i.e. rock fall, debris flow, avalanche, wetlands, floodplain, soils). • Wetland delineation and provide any necessary approvals or permits from Colorado Department of Natural Resources and/or Army Corp of Engineers. • Watercourse setbacks, if applicable (show centerline and edge of stream or creek in addition to the required stream or creak setback). • Show all utility meter locations, including any pedestals on site or in the right-of-way adjacent to the site. Ex- act 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. • Adjacent roadways labeled and edge of asphalt for both sides of the roadway shown for a minimum of 250' in either direction from property. • Any adjacent sidewalks and trails. ❑ Site and Grading Plan* • Scale of 1"=20' or 1"=10' (The site and grading plan must be drawn at the same scale as the topographic sur- vey). • Lot size and buildable area (excludes red hazard avalanche, slopes greater than 40%, and floodplain). • Property and setback lines. • Existing and proposed easements. • 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. • Existing and proposed layout of buildings and other structures including decks, patios, fences and walls. Indi- cate the foundation with a dashed line and the roof edge with a solid line. • All proposed roof ridge lines with proposed ridge elevations. Indicate existing (natural grade prior to construc- tion of structure)and proposed grades shown underneath all roof lines. This will be used to calculate building height. • Proposed driveways: Site plan must show driveway type, finished surface, heated or unheated, grade, per- cent slope, dimensions, turning radii, site distance, required parking spaces with 9' x 19' surface parking spaces and 9' x 18' enclosed spaces, and spot elevations at the property line, garage slab and as necessary along the centerline of the driveway to accurately reflect grade. • A 4'wide unheated concrete pan at the edge of driveway. • Locations of all utilities including meter pits, existing sources and proposed service lines from sources to the structures. • Proposed surface drainage on and off-site, including culverts. • Location of landscaped areas. • Location of limits of disturbance fencing. • Names of all adjacent roadways. • Snow storage must be shown within property boundaries adjacent to driveway(30% of driveway area if un- heated, 10% of driveway area if heated). • Proposed dumpster location and detail of dumpster enclosure. • 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. • If less than one half acre is to be disturbed, proper erosion control devices need to be shown on the site plan. If more than one half acre is to be disturbed, then a separate professionally engineered and PE stamped Ero- sion Control Plan must be submitted. • 100-year floodplain. • Location of all geologic/environmental hazard areas. • Delineate areas to be phased and appropriate timing, if applicable. ❑ Landscape Plan* • Scaleof1" = 20' or1" = 10' • Landscape plan must be drawn at the same scale as the site plan. • Location of existing trees, 4" diameter or larger. Indicate trees to remain, to be relocated (including new loca- tion), 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. • Indicate all existing ground cover and shrubs. • Detailed legend, listing the type and size (caliper for deciduous trees, height for conifers, gallon size for shrubs and height for foundation shrubs)of all the existing and proposed plant material including ground cov- er. • Delineate critical root zones for existing trees in close proximity to site grading and construction. • Indicate the location of all proposed plantings. • The location and type of existing and proposed watering systems. • Existing and proposed contour lines. Retaining walls shall be included with the top of wall and the bottom of wall elevations noted. • Landscaping summary, including the botanical and common names, size and quantity of trees to be removed and proposed trees. 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). ❑ Architectural Elevations* • Scale of 1/8" = 1'or larger; 1/4" = 1' is preferred. • All elevations, existing and proposed, of the proposed development shall be drawn to scale and fully dimen- sioned. The elevation drawings must show both existing and finished grades. Floor plans and building eleva- tions must be drawn at the same scale. • Show all building faces including angles not represented well on the normal building elevations. • Elevations shall show proposed finished elevation of floors and roofs on all levels. • All exterior materials and colors shall be specified on the elevations. • The following shall be shown graphically and fully dimensioned: fascia, trim, railings, chimney caps, meter locations, meter screening methods and window details. • Show all proposed exterior lighting fixtures on the building. • Illustrate all decks, porches and balconies. • Indicate the roof and building drainage system (i.e. gutters and downspouts). • Indicate all rooftop mechanical systems and all other roof structures, if applicable. • 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. • Exterior color and material samples shall be submitted to staff and presented at the Design Review Board meeting. ❑ Architectural Floor Plans* • Scale of 1/8" = 1' or larger; 1/4" = 1' is preferred. • All floor plans, existing and proposed, of the proposed development shall be drawn to scale and fully dimen- sioned. • Floor plans and building elevations must be drawn at the same scale. • Clearly indicate the inside face and outside face, of the sheathing, of the exterior structural walls of the build- ing. • Label floor plans to indicate the proposed floor area use (i.e. bedroom, kitchen, etc.). • One set of floor plans must be "red-lined" indicating how the gross residential floor area (GRFA)was calculat- ed. See Title 12, Chapter 15—Gross Residential Floor Area for regulations. • Provide dimensions of all roof eaves and overhangs. ❑ Lighting Plan* • Indicate type, location and number of fixtures. • Include height above grade, • Cut sheet(s)for proposed fixtures demonstrating compliance with 14-10-7, Outdoor Lighting, Vail Town Code. ❑ Gross Residential Floor Area calculations (including allowable, existing, proposed, and total GRFA for all units in the development plan, including the other half of a duplex). ❑ Site Development Standards calculations (existing and proposed): landscape area (show softscape & hardscape), site coverage, building height, number of dwelling units and employee housing units, setbacks, number of enclosed and unenclosed parking spaces, driveway area, snow storage area etc. ❑ One set of consolidated overlapped floor plans must visually demonstrate how site coverage was calculated. See Section 12-2-2, Definitions, Vail Town Code, for those elements which are considered site coverage. ❑ Exterior building materials list (also to be included on elevations and in materials samples), including location, type of material, and color. Please specify the manufacturer's name, the color name and number. ❑ Exterior color and material samples and specifications. A physical material samples and specifications board will need to be provided in conjunction with a digital submittal. ❑ Photos of the existing site and adjacent structures, where applicable. ❑ Site-specific Geological Hazard Report, if applicable- If a property is located in or adjacent to a mapped hazard area (i.e. snow avalanche, rockfall, debris flow, floodplain, wetland, poor soils, etc.), the Community Development Depart- ment may require a site-specific geological investigation. ❑ The Administrator and/or DRB may require the submission of additional plans, drawings, specifications, samples and other materials (including a model) if deemed necessary to determine whether a project will comply with Design Guidelines or if the intent of the proposal is not clearly indicated. PROPOSED MATERIALS Buildinq Materials Tvpe of Material Color Roof Built-up Hot Applied (Carlisle or Sim) Gravel Built up or Rock Ballast Wood Planks; Steel Wall Panels Stained & Sealed (Wood); Blued Siding Other Wall Materials Exposed Steel Columns Blued Stained Wood or Fiber Cement Board Dark Grey Fascia Soffits Stained and Sealed Wood Planks Douglas Fir or Cedar Frameless Glass Entry (Doralco or Sim) Dark Bronze (Anodized) & Glass Windows Window Trim N/A N/A Aluminum & Glass (La Cantina or Sim) Dark Bronze (Anodized) & Glass Doors Door Trim N/A N/A Hand or Deck Rails N/A N/A Flues Galvanized Metal [Re: Mechanical] Painted to Match Building Flashing Pre-finished Metal Match Fascia N/A N/A Chimneys Trash Enclosures N/A (Existing to remain) N/A Greenhouses N/A N/A Retaining Walls N/A N/A Exterior Lighting Aluminum [by Hevi-Lite or Sim] Dark Bronze (Anodized) Other Steel Patio Guardrail Painted to Match Folding Doors Notes: Please specify the manufacturer's name, the color name and number and attach a color chip. PROPOSEDLANDSCAPING Botar�ic�l Name Common Name Quantitv Size ����� N/A �A,�1�SH4�lJ� FJICM�TMh��1`�EES N/A TO BE F�E�GM�V/E� Minimum Requirements for Landscaping: Deciduous Trees—2" Caliper Coniferous Trees—6' in height Shrubs—5 Gal. Tvpe S�u���oot�►ge ��t�laN��@�/�� N/A ��� ���D I��M�TI�N T1����F���aI�N��Nfi��� Please specify other landscape features (i.e. retaining walls, fences, swimming pools, etc.) No new major landscaping proposed. Currently, a small "sculpture area" is proposed at the middle portion of the north elevation, that may include some rock mulch. However, we are not proposing any landscaping elements that would require irrigation or drainage. Currently, storm piping from existing roofs are routed through this location and may be re-used as a location for new roofing drains and would be the most convenient access for tie-in to existing storm piping. 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 approval and verification. PLEASE ALLOW UP TO 2 WEEKS FOR APPROVAL OR COMMENTS FROM THE UTILITY COMPANIES. If you are unable to obtain comments within that timeframe please contact The Town of Vail. Subject Property Address: 193 Gore Creek Drive Lot 5B Block 5 Subdivision: Primary Contact/Owner Representative: Matt Morgan Phone: 970.476.0125 Plans Dated: 2012.06.25 Primary Contact/Owner Representative Signature Authorized Siqnature Comments Date CENTURY TEL 970.468.6860(tel) 970.468.067Z(fax) Contacts: Samuel Tooley samuel.tooley a��qwest.com XCEL HIGH PRESSURE GAS 970.262.4076 (tel) 970.468.1401 (fax) Contact: Rich Sisneros richard.sisnerosCa�xcelenergy.com HOLY CROSS ENERGY 970.947.5471 (tel) 970.945.4081 (fax) Contact: Jeff Vroom jvroom@holycross.com XCEL Energy 970.262.4038 (fax) 970.262.4050 (tel) Contacts: Louise Timson Iouise.timsonCa�xcelenergy.com EAGLE RIVER WATER&SANITA- TION DISTRICT 970.477.5435 (tel) 970.477.5434 (fax) Contact: Tug Birk tbirk(c�erwsd.orq COMCAST CABLE 970.930.4713 (tel) 970.468.2672 (fax) Contact: Michael Johnson Michael �ohnson@cable.comcast.com CDOT(Only in CDOT Right-of-way) 970.683.6284 (tel) 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. Gore Creek �laza Restaurant Renovation Project 5weet Basil, Inc. has entered into a lease agreement to occupy and renovate the turrent Blu's Restaurant space, and the adjoining space ta the west,formerly occupied by North Face. Both of these spaces are facated in the Gare Creek Plaza Candominium in Vail Village.These space5 are referred to as Unit A and Unit D in the co�daminium map. Peg Rosenquist is the owner and lar�dlor�of all commercial spaces in the building. Our project includes joining the previously mentioned spaces and completing a total renovation a#the premises. A new restaurant concept wiil be created that will be congruous with the Vail brand and provide anat�er small piece in the Vail Renaissance.The new restaurant wiil ha�e its own identity as a rustic American eatery with simple yet outstanding foo� and service. It will operate within a more approachable price point than its sister restaurant Sweet Basil, and be open year round for kunch/apr�s 5ki/dinner service throughout the day.The space will be built and finished with the best quaiity furnishings and equipment while maintaining its relaxed and welcoming atmosphere.Code compliance will be top of mind throughout the des+gn project, and all relerrant issues satisfied. Our intention is to fully u�grade the interior spaces while improving the aesthetic appeal of the exterior.We will modify the frontage of the premises to provide an enhanced curb appeal while maintaining the integrity of the building. We are proposing subtie changes in the roofline to unify the lower ler►el of the entire north ele�ation,while still providing architecturaf interest& relief by modifying exterior walls with new materials and lighting. Dur desire is to continue the current outdoor dining space by maintaining the deck Eease with the Town of Vail. Our hope is to amend and extend the leased premise to include outdoor dining in front of the new space we are adding to the project. Due t4 time constraints,we have not yet approached Town Council to request this pri�ilege,and as such are not requesting arr�ended premise at this time.We are committed to this project regardless of Counci!'s decision tn grant this request in the future. This project proposes no net square footage change and should be in compliance in maintaining the unique character of the Vail Viflage commercial area.We be�ie�e our request is consis#ent with the applicable elements of the Vail Gomprehensive Plan as well as the Vail Lancf t�se Plan gvals relating to the upgrading and redevelopment of comrreercia!faciiities.Our proposal cloes not negatively affect the character of the neighborhoad; in fact vur desire is that it shauld help to ele�ate the appearance and appeal of one o#the truly special sectors in the heart of the Vail Vil�age.Other public consideratEOns including the effect an light and air,transportation, utilities, parks and schools should be unaffected by our praject. We will use existing garbage facilities(a dumpster garage to the west nf the building, managed by Slifer Management and shared with the Sitzmark �odgey.We are located on the Gore Creek Promenade, which is on the snow-rnelt system,and as such we understand there is no snow remo�al plar� requirement. It is our und�rstanding as well that no employee housing mitigation or parking pay-in-lieu assessments should be r�ecessary due to#he nature and specifics of our project. Thank you for your consideration. We look forward to bringing another great project into the Vail community. Sincerely, Kevin Clair Matt M rgan LAND TITLE GUARANTEE COMPANY TBD Report Our Order No. V50028680 TBD Report Fee $ 100.00 This report is neither a commitment to insure, nor an abstract of title. This product may not conform to the written standards and practices of our underwriters and the Company reserves the right to set further requirements and/or exceptions should a full tide commitment be ordered in the future . The liab' 'ty of the Company shall not exceed the charge paid by the applicant for this report, nor shall the Company be held liable to any party other than the applicant for this report. Certification Date : June 04 , 2010 at 5 : 00 P . M . � Address: 193 GORE CREEK DR . GORE CREEK PLAZA VAIL , CO 81657 � � Legal Description: THE GENERAL COMMON ELEMENTS OF GORE CREEK PLAZA CONDOMINIUM , ACCORDING TO THE CONDOMINIUM MAP THEREOF FILED FOR RECORD ON SEPTEMBER 17 , 1971 IN BOOK 221 AT PAGE 717 , AND AS DEFINED IN THE CONDOMINIUM DECLAR.ATION RECORDED SEPTEMBER 16 , ;w 1971 IN BOOK 221 AT PAGE 698 , AND THE AMENDMENT THERETO RECORDED OCTOBER 27 , � 1971 IN BOOK 222 AT PAGE 74 , COUNTY OF EAGLE , STATE OF COLORADO . � , � � � � Ovmership : Vesting Document Doc Fee Recorded Reference # WARRANTY DEEDS 1'he following will be reauired should the Company be requested to issue a future commitment to insure: l . EVIDENCE SATISFACTORY TO THE COMPANY THAT THE TERMS , CONDITIONS AND PROVISIONS OF THE TOWN OF VAIL TRANSFER TAX HAVE BEEN SATISFIED . � � � 2 . ANY AND ALL DEEDS OF TRUST , MORTGAGES , LIENS , JUDGMENTS , AND OR ANY OTHER OUTSTANDING OBLIGATION ASSOCIATED WITH THE INDIVIDUAL UNIT OWNERSHIP . 3 . CERTIFICATE OF RIGHT OF FIRST REFUSAL IN COMPLIANCE WITH THE TERMS , CONDITIONS AND PROVISIONS OF CONDOMINIUM DECLARATION . � � � � � � Our Order No. V50028680 TBD Report The following documents affect the propertv: 1 . EXISTING LEASES AND TENANCIES , IF ANY. 2 . RIGHT OF THE PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM , SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES HEREBY GRANTED , AND A RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES , AS RESERVED IN UNITED STATES PATENT RECORDED JULY 12 , 1899 IN BOOK 48 AT PAGE 475 . � 3 . RESTRICTIVE COVENANTS WHICH DO NOT CONTAIN A FORFEITURE OR REVERTER CLAUSE , � i BUT OMITTING ANY COVENANTS OR RESTRICTIONS , IF ANY, BASED UPON RACE , ; COLOR, RELIGION , SEX , SEXUAL ORIENTATION , FAMILIAL STATUS , MARITAL STATUS , � DISABILITY, HANDICAP , NATIONAL ORIGIN , ANCESTRY, OR SOURCE OF INCOME , AS " E � SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS , EXCEPT TO THE EXTENT THAT � SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW , AS CONTAINED � IN INSTRUMENT RECORDED AUGUST 10 , 1962 IN BOOK 174 AT PAGE 179 , AND AS � AMENDED IN INSTRUMENT RECORDED OCTOBER 15 , 1965 IN BOOK 187 AT PAGE 353 . 4 . THOSE PROVISIONS , COVENANTS AND CONDITIONS, EASEMENTS AND RESTRICTIONS , WHICH ARE A BURDEN TO THE CONDOMINIUM UNIT DESCRIBED IN SCHEDULE A , BUT OMITTING ANY COVENANTS OR RESTRICTIONS , IF ANY , BASED UPON RACE , COLOR , RELIGION , SEX , SEXUAL ORIENTATION , FAMILIAL STATUS , MARITAL STATUS , DISABILITY, HANDICAP , NATIONAL ORIGIN , ANCESTRY, OR SOURCE OF INCOME , AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS , EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS CONTAINED IN INSTRUMENT RECORDED SEPTEMBER 16 , 1971 IN BOOK 221 AT PAGE 698 , AND THE AMENDMENT THERETO RECORDED OCTOBER 27 , 1971 IN BOOK 222 AT PAGE 74 . NOTE : SAID DECLARATION CONTAINS A RIGHT OF FIRST REFUSAL PROVISION DESCRIBED IN ARTICLE 28 OF SAID DECLARATION . 5 . EASEMENTS , CONDITIONS , COVENANTS , RESTRICTIONS , RESERVATIONS AND NOTES ON THE CONDOMINIUM MAP OF GORE CREEK PLAZA CONDOMINIUMS RECORDED SEPTEMBER 17 , 1971 IN BOOK 221 AT PAGE 717 � 6 . TERMS , CONDITIONS AND PROVISIONS OF AFFIDAVIT CONCERNING RIGHT OF FIRST ; REFUSAL RECORDED APRIL 06 , 2005 AT RECEPTION NO . 911297 . 7 . TERMS , CONDITIONS AND PROVISIONS OF RECIPROCAL ACCESS EASEMENTS AND JOINT � ,�� � � � R �; � Our Order No. V50028680 TBD Report The followin� documents affect the propertv: USE AGREEMENT RECORDED FEBRUARY 21 , 2007 AT RECEPTION NO . 200704568 . 8 . TERMS , CONDITIONS AND PROVISIONS OF GENERAL RELEASE RECORDED MARCH 08 , 2007 AT RECEPTION NO . 200706114 . 9 . ANY AND ALL DEEDS OF TRUST, MORTGAGES , LIENS , JUDGMENTS , AND OR ANY OTHER OUTSTANDING OBLIGATION ASSOCIATED WITH THE INDIVIDUAL UNIT OWNERSHIP . � � � , NOTE : NO INFORMATION REGARDING THE LIMITED COMMON ELEMENTS OR ANYTHING � REGARDING THE INDIVIDUAL UNITS OR THE BUILDING THAT ARE LOCATED WITHIN IS INCLUDED IN THIS COMMITMENT. � . ; �¢ � � � � � Page 1 of i LAND TITLE GUARANTEE , LGQ, LG EAGLE , CO 06/10/2010 03:24PM MZYJ INVESTIGATIVE SEARCH RESULTS PAGE 1 OF 1 SEARCH PARAMETERS TAX-ID : R008323 CURRENT TAXES THROUGH 2Q10-01 -0'E TAX-ID: R008323 PARCEL: 210108213006 DISTRICT: SC103 LEGAL: DESC : COMMERCIAL UNIT SUBDIVISION: GORE CREEK PIAZA UNtT: A R807113 QCD Q9-06-02 SITUS: 193 GORE CREEK DR A MAIL: 7060 E STC)NE CANYON DR TUCSAN AZ 8575Q ASSESSED OWNER(S) � 2009 ASSESSED VALUES LADY BELLE PARTNERSHIP LLLP L.AND 53,020 k a � IMP 219,830 ��` EXEMPTIONS (Q) � � . � '' � TAXABLE 272 ,850 2009 TAXES 1 ST INST 2ND INST TOTAI. TAX INSTALLMENT 6,A33.66 6,033 .66 12 ,067.32 ADDITiONAL VALUES TYPE AMOUNT TYPE AMOUNT TYPE AMOUNT � LND-ACTL 182 ,820 IMP-ACTL 758 ,040 END SEARCH � ,; ;� r : � � � ;� � � � � � � .� , , , , file:l/C :1Documents and Settings\dgillham�Application Data\DTS2\Content\0$-037-LG- 19 . . . 6/ 10/2010 � << I . Page 1 of 1 . , LAND TITL.E GUARANTEE , LGQ, LG EAGLE , CO OS/10/2010 Q3 :25PM MZYJ INVESTIGATIVE SEARCH RESULTS PAGE 1 OF 1 SEARCH PARAMETERS TAX-ID: R008324 CURRENT TAXES THROUGH 201 U-01 -01 TAX-1D: R008324 PARCEL: 210108213007 DISTRICT: SC103 LEGAL: DESC : CQMMERCIAL UN1T SUBDIVISIUN : GORE CREEK PLAZA UNIT: B R807113 QCD Q9-06-02 S1TUS: 193 GORE CREEK DR B MAI�: 7060 E STONE CANYON DR TUCSON AZ 85750 ASSESSED OWNER{S) 2009 ASSESSED VALUES m LADY BELLE PARTNERSHIP LLLP LAND 110 ,880 � � IMP 474,51U �; EXEMPTIONS (A) � TAXABLE 585,390 2009 TAXES 1ST INST 2ND INST TOTAL TAX INSTALLMENT 12 ,945 .02 12 ,945.02 25 ,890 .04 ADDITIONAL VALUES TYPE AMOUNT TYPE AMOUNT TYPE AMOUNT LND-ACT� 382 ,360 ! MP-ACTL 1 ,636,230 ��' END SEARCH � � � � � �. . � :.., . :- �; � :- . � , � � file ://C :\Documents and Settings\dgillham�,Application Data\DTS2\Content\08-037-LG- 19 . . . 6/ 10/2010 i Page 1 of 1 LAND TITLE GUARANTEE , LGQ, LG EAGLE , CO 06110/2010 03 :25PM MZYJ INVESTIGATIVE SEARCH RESULTS PAGE 1 OF 1 SEARCH PARAMETERS TAX-ID : R008326 CURRENT TAXES THRC?UGH 2O10-01 -01 TAX-ID: RQ08326 PARCEL: 210108243008 DISTRICT: SC103 LEGAL: DESG : COMMERCIAL UNIT SUBDIVISION : GORE CREEK PLAZA UNIT: C R807113 QCD Q3-06-A2 SITUS: 193 G�RE CREEK DR C MAIL: 7060 E STONE CANYON DR TUCSON AZ 85754 ASSESSED �WNER(S) 2009 ASSESSED VALUES � � LADY BELLE PARTNERSHIP LLLP LAND 96,4A0 � � IMP 202 ,310 � EXEMPTIONS (0} TAXABLE 298 ,710 2009 TAXES 7ST lNST 2ND fNST TOTAL TAX INSTALLMENT 6 ,605.52 6,605.52 13 ,211 .04 ADDITIONAL VALUES TYPE AMOUNT TYPE AMOUNT TYPE AMOUNT LND-ACTL 332,420 IMP-ACTL 697,610 ` � END SEARCH � � � � � � � � ; t . . j �'�_. � .,�`'' , � ' �. f � � � � # � iq y file://C :�.Documents and Settings\dgillhamlApplication Data1DT52\Content\OS-037-LG- 19 . . . 6/ 10/2414 ' � � Page 1 of 1 LAND TITLE GUARANTEE , LGQ, LG EAGLE , CO 06!'! 0/2Q10 03: 25PM MZYJ INVESTlGATIVE SEARCH RESULTS PAGE 1 OF 1 SEARCH PARAMETERS TAX-ID : R008327 CURRENT TAXES THROUGH 2O10-01 -01 TAX-ID: RQO$327 PARCEL: 21A1Q8213009 DISTRICT: SC103 LEGAL: DESC: COMMERCIAL UNIT SUBDtVISION: GC3RE CREEK PLAZA UNIT: D R807113 QCD 09-06-02 SITUS: 193 GORE CREEK DR D MAIL : 7Q60 E STONE CANYON DR TUCSON AZ 85750 ASSESSED OWNER(S) 2009 ASSESSED VALUES � LADY BELLE PARTNERSHIP LLLP LAND 19,270 � (MP 12 ,400 y EXEMPTlONS ( 0) � TAXABLE 31 ,670 2009 TAXES 1 ST INST 2ND INST TOTAL TAX INSTALLMENT 700.34 70A .34 1 ,40Q.�8 ADDITlONA! VALUES TYPE AMOUNT TYPE AMOUNT TYPE AMOUNT �� LND-ACTL 66,440 IMP-ACTL 42 ,760 � END SEARCH .:�. � � � .. � � � � � � ,� � file ://C :1Documents and Settings�dgillhamlApplication Data\DTS2\Content\08-037-LG- 19 . . . 6/ 10/2010 a � �' � Page 1 of 1 LAND TITLE GUARANTEE , LGQ, LG EAGLE , CO Ofi/10l2010 03 :24PM MZYJ iNVESTIGATIVE SEARCH RESULTS PAGE 1 OF 1 SEARCH PARAMETERS TAX-ID : R008321 CURRENT TAXES THROUGH 2O10-01 -01 TAX-tD: R00832 'I PARCEL: 2101A8213004 DISTRICT: SC103 �EGAL: SUBDIVISION; GORE CREEK PLAZA UNIT: 4 R807113 QCD 09-06-02 SITUS: 193 GORE CREEK DR 4 MAIL: 7060 E STONE CANYON DR TUCS� N AZ 8575Q ASSESSED �WNER(S) 2Q09 ASSESSED VALUES � � LADY BELLE PARTNERSHIP LLLP LAND 7,510 4 IMP 55,220 � x EXEMPTI�NS (0) � TAXABL E 62 ,730 ,; 20Q9 TAXES 1ST INST 2ND INST TOTAL TAX INSTALLMENT 1 ,387. 18 1 ,387. 18 2 ,774.36 ADDITIONAL VALUES TYPE AMOUNT TYPE AMOUNT TYPE AMC�UNT � LND—ACTL 94 ,310 IMP-ACTL 693 ,680 � a � END SEARCW � � ra .t { ; j > !!,. � .� ''�, , � .♦ ^ � f� § nn f file://C� :�Documents and Settings\dgillham�Application Data\DTS2\Content\48-037-LG- 19 . . . 6/ IO/2010 � Land Tide Guarantee Company CUSTOMER DISTRIBUTION Land T�le Gl1ARANTEE CAMPANY WWW.LtGC.COM Date: 06-22-2012 Our Order Number: VC50018218.1 Property Address: COMMERCIAL UNITS A-D INCLUSIVE, GORE CREEK PLAZA CONDOMINIUM, AKA 193 GORE CREEK DRIVE VAIL, CO 81657 If you have any inquiries or require furthe�assistance,please contact one of tfie numbers below: ', For Title Assistance: Vail TiUe Dept. Karen Biggs 610 WEST LIONSHEAD CIRCLE#200 VAIL, CO 81657 Phone:970-476-2251 Fax: 970-476-4539 EMail: kbiggs@ltgc.com JAY K. PETERSON*TMX* PO BOX 425 WOLCOTT,CO 81655 Attn: JAY K PETERSON Phone: 970-390-7067 EMaiL•jkp@vail.net Sent Via EMail � � Q � � �l�N 2 5 7012 �V�1�1 O�VAIL Land Title Guarantee Company Date: 06-22-2012 ].,al IU��e Our Order Number: VC50018218.1 GIIMANTEE CAMPANY �i WWW.IiGC.COM �� Property Address: '' COMMERCIAL UNITS A-0 INCLUSIVE, GORE CREEK PLAZA CONDOMINIUM, AKA 193 GORE CREEK DRIVE VAIL, CO 81657 Buyer/Borrower: GORE CREEK PLAZA LLC, A COLORADO LIMITED LIABILITY COMPANY Seller/Owner: GORE CREEK PLAZA LLC, A COLORADO LIMITED LIABILITY COMPANY 1Veed a map or directions for your upcoming closing? Check out Land Title's web site at www.ltgc.com for directions to an of our 54 office locations. ESTIMATE OF TITLE FEES ALTA Owners Policy 06-17-06 TaD Research Income UPDATED TBD $125.00 If Land Title Guarantee Company will be closing this transaction, above fees will be collected at that time. TOTAL $125.00 eo�coerr�,cx os�oa THANK YOU FOR YOUR ORDER! First American Title Insurance Company ALTA COMMITMENT Our Order No. VC50018218.1 Schedule A Cust. Ref.: Property Address: COMMERCIAL UNITS A-D INCLUSIVE, GORE CREEK PLAZA CONDOMINIUM, AKA 193 GORE CREEK DRIVE VAIL, CO 81657 1. Effective Date: June 12, 2012 at 5:00 P.M. 2. Policy to be Issued, and Proposed Insured: "ALTA" Owner's Policy 06-17-06 $0.00 Proposed Insured: GORE CREEK PLAZA LLC, A COLORADO LIMITED LIABILITY COMPANY 3. The estate or interest in the land described or referred to in this Commitment and covered herein is: A FEE SIMPLE 4. Tide to the estate or interest covered herein is at the effective date hereof vested in: GORE CREEK PLAZA LLC, A COLORADO LIMITED LIABILITY COMPANY 5. The Land referred to in this Commitment is described as follows: CONDOMINIUM UNITS A THROUGH D INCLUSIVE, GORE CREEK PLAZA CONDOMINIUM ACCORDING TO THE CONDOMINIUM MAP THEREOF FILED FOR RECORD AS DEFINED IN THE CONDOMINIUM DECLARATION RECORDED SEPTEMBER 16, 1971 IN BOOK 221 AT PAGE 698 AND THE AMENDMENT THERETO RECORDED OCTOBER 27, 1971 IN BOOK 222 AT PAGE 74 AND AMENDMENT THERETO RECORDED DECEMBER 23, 2010 UNDER RECEPTION N0. 201025998, COUNTY OF EAGLE, STATE OF COLORADO. ALTA COMMITMENT Schedule B - Section 1 (Requirements) Our Order No. VC50018218.1 The following are the requirements to be complied with: Item (a) Payment to or for the account of the grantors or mortgagors of the full consideration for the estate or interest to be insured. Item (b) Proper instrument(s) creating the estate or interest to be insured must be executed and duly filed for record, to-wit: Item (c) Payment of all ta�ces, charges or assessments levied and assessed against the subject premises which are due and payable. Item (d) Additional requirements, if any disclosed below: THIS COMMITMENT IS FOR INFORMATION ONLY, AND NO POLICY WILL BE ISSUED PURSUANT HERETO. IF THERE IS A CHANGE IN OWNERSHIP OF THE PROPERTY TO BE INSURED HEREIN FROM THE VESTED OWNER SET FORTH IN ITEM 4 OF SCHEDULE A HEREIN, THE TERMS, PROVISIONS AND CONDITIONS OF THE RIGHT OF FIRST REFUSAL MAY BE APPLICABLE. IF THERE IS A CHANGE IN OWNERSHIP OF THE PROPERTY TO BE INSURED HEREIN FROM THE VESTED OWNER SET FORTH IN ITEM 4 OF SCHEDULE A HEREIN, THE TERMS, PROVISIONS AND CONDITIONS OF THE TOWN OF VAIL TRANSFER TAX MAY BE APPLICABLE. ALTA COMMITMENT Schedule B- Section 2 (Exceptions) Our Order No. VC50018218.1 The policy or policies to be issued will contain exceptions to the following unless the same are disposed of to the satisfaction of the Company: 1. Any facts, rights, interests, or claims thereof, not shown by the Public Records but that could be ascertained by an inspection of the Land or tha[may be asserted by persons in possession of the Land. 2. Easements, liens or encumbrances, or claims thereof, not shown by the Public Records. 3. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land and not shown by the Public Records. 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the Public Records. 5. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this Commitment. 6. Any and all unpaid taxes, assessments and unredeemed tax sales. 7. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or tide to water, whether or not the matters excepted under (a), (b), or (c) are shown by the Public Records. 8. RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES AS RESERVED IN UNITED STATES PATENT RECORDED JULY 12, 1899, IN BOOK 48 AT PAGE 475. 9. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED JULY 12, 1899, IN BOOK 48 AT PAGE 475. 10. RESTRICTIVE COVENANTS WHICH DO NOT CONTAIN A FORFEITURE OR REVERTER CLAUSE, BUT OMITTING ANY COVENANT OR RESTRICTION BASED ON RACE, COLOR, RELIGION, SEX, HANDICAP, FAMILIAL STATUS OR NATIONAL ORIGIN UNLESS AND ONLY TO THE EXTENT THAT SAID COVENANT (A) IS EXEMPT UNDER CHAPTER 42, SECTION 3607 OF THE UNITED STATES CODE OR (B) RELATES TO HANDICAP BUT DOES NOT DISCRIMINATE AGAINST HANDICAP PERSONS, AS CONTAINED IN INSTRUMENT RECORDED AUGUST 10, 1962, IN BOOK 174 AT PAGE 179 AND AS AMENDED IN INSTRUMENT RECORDED OCTOBER 15, 1965 IN BOOK 187 AT PAGE 353. 11. THOSE PROVISIONS, COVENANTS AND CONDITIONS, EASEMENTS AND RESTRICTIONS, WHICH ARE A BURDEN TO THE CONDOMINIUM UNIT DESCRIBED IN SCHEDULE A, AS I i � ALTA COMMITMENT Schedule B - Section 2 (Exceptions) Our Order No. VC50018218.1 The policy or policies to be issued will contain exceptions to the following unless the same are disposed of to the satisfaction of the Company: CONTAINED IN INSTRUMENT RECORDED SEPTEMBER 16, 1971, IN BOOK 221 AT PAGE 698 AND THE AMENDMENT THERETO RECORDED OCTOBER 27, 1971 IN BOOK 222 AT PAGE 74 AND SECOND AMENDMENT RECORDED DECEMBER 23, 2010 UNDER RECEPTION N0. 201025998. 12. EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS, RESERVATIONS AND NOTES ON THE CONDOMINIUM MAP OF GORE CREEK PLAZA CONDOMINIUMS RECORDED SEPTEMBER 17, 1971 IN BOOK 221 AT PAGE 717 AND FIRST AMENDED CONDOMINIUM PLAT RECORDED DECEMBER 23M 2010 UNDER RECEPTION N0. 201025997. 13. TERMS, CONDITIONS AND PROVISIONS OF RECIPRICAL ACCESS EASEMENTS AND JOINT USE AGREEMENT RECORDED FEBRUARY 21, 2007 AT RECEPTION NO. 200704568. 14. TERMS, CONDITIONS AND PROVISIONS OF GENERAL RELEASE RECORDED MARCH 08, 2007 AT RECEPTION N0. 200706114. 15. TERMS, CONDITIONS AND PROVISIONS OF NOTICE OF LEASE AND RIGHT OF FIRST REFUSAL RECORDED JULY 14, 2011 AT RECEPTION N0. 201113238. 16. TERMS, CONDITIONS AND PROVISIONS OF EXCLUSIVE PARKING EASEMENT RECORDED SEPTEMBER 28, 2011 AT RECEPTION N0. 201117991. 17. TERMS, CONDITIONS AND PROVISIONS OF EXCLUSIVE PARKING AND ACCESS EASEMENT RECORDED SEPTEMBER 28, 2011 AT RECEPTION NO. 201117990. 18. TERMS, CONDITIONS AND PROVISIONS OF EXCLUSIVE PARKING AND ACCESS EASEMENT RECORDED SEPTEMBER 28, 2011 AT RECEPTION N0. 201117989. 19. TERMS, CONDITIONS AND PROVISIONS OF ACCESS EASEMENT AGREEMENT RECORDED SEPTEMBER 28, 2011 AT RECEPTION N0. 201117988. LAND TITLE GUARANTEE COMPANY and LAND TITLE GUARANTEE COMPANY- GRAND JUNCTION DISCLOSURE STATEMENTS Note: Pursuant to CRS 10-11-122, notice is hereby given that: A) The subject real property may be located in a spec�al taxin�district. B) A Certif�cate of Taxes Due listing each taxing�urisdiction s all be obtained from the County Treasurer or the County Treasurer's authorized agent. C) The information regardmg special districts and the boundaries of such districts may be obtained from the Board of County Comm�ssioners, the County Clerk and Recorder, or the County Assessor. Note: Effective September 1, 1997, CRS 30-10-406 requires that all documents received for recording or filing in the clerk and recorder's office shall contain a top margin of at least one inch and a left, right and bottom margin of at least one half of an inch. The clerk and recorder may refuse to record or file any document that does not conform, except that, the requirement for the top margin shall not apply to documents using forms on which space is provided for recording or filing information at the top marg�n of the document. Note: Colorado Division of Insurance Re�lations 3-5-1, Paragraph C of Article VII requires that "Every title entity shall be res onsible for all mat ers which appear of record prior to the time o��recording whenever the title enti�y conducts the closin�and is responsible for recording or filing of legal documents resulting from the transaction wtuch was closed". Provided that Land Title Guarantee Company conducts the closing of the insured transaction and is responsible for recordin$the le al documents from the transaction, exception number 5 will not appear on the Owner s Title Po�icy and the Lenders Policy when issued. Note: Affirmative mechanic's lien rotection for the Owner ma�be available (ty�ically by deletion of Exception no. 4 of Schedule B, �ection 2 of the Commitmen from the Owner s PoI�cy to be issued) upon compliance with the following conditions: A) The land descnbed in Schedule A of ttus commitment must be a single family residence which includes a condominium or townhouse unit. B) No labor or materials have been furnished by mechanics or material-men for purposes of construction on the land described in Schedule A of this Commitment within the past 6 months. C) The Com�any must receive an appropriate affidavit indemnifying the Company agamst un-filed mechanic s and material-men's l�ens. D) The Company must receive paxment of the appropriate premium. E) If there has been construction, �mprovements or ma�or repairs undertaken on the property to be purchased within six months prior to the Date of the Commitment, the requirements to obtain coverage for unrecorded liens will include: disclosure of certain construcUon information; financial mformation as to the seller, the builder and or the contractor; payment of the appropriate premium fully executed Indemnity A reements satisfactory to the com�any, and, any additional requirements as may be necessary a�ter an examination of the aforesaid information by the Company. No coverage will be given under any circumstances for labor or material for which the insured has contracted for or agreed to pay. Note: Pursuant to CRS 10-11-123, notice is hereby given: This notice applies to owner's policy commitments containing a mineral severance instrument exce_ption, or exceptions, in Schedule B, Section 2. A) That there is recorded evidence that a mineral estate has been severed, leased, or otherwise conveyed from the surface estate and that there is a substantial likelihood that a third party holds some or all interest in oil,gas, other minerals, or geothermal energy in the property; and B) That such mineral estate may incIude the right to enter and use the propeify withoat tfie surface owner's permission. Note: Pursuant to CRS 10-1-128(6)(a), It is unlawful to knowin�ly provide false, incomplete, or misleading facts or information to an insurance company for the purpose of defrauding or attempting to defraud the company. Penalties may include imprisonment, fines, information to an insurance company for the purpose of defrauding or incomplete, or misleading facts or information to a policyholder or claimant for the purp ose of defrauding or attempting attemptmg to defraud the policy holder or claimant w�th regard to a settlemwnt or award payable from insurance proceeds shall be reported to tfie Colorado division of insurance within the department of regulatory agencies. Nothin�herein contained will be deemed to obligate the com_pany to provide any of the coverages referre to herein unless the above conditions are fully satisf�ed. DISCLOSURE 02/2011 First American Title Insurance Company PRIVACY POLICY We are Committed to Safeguarding Customer Information In order to better serve your needs now and in the future, we may ask you to provide us with certain information. We understand that you may be concerned about what we will do with such information- particularly any personal or financial information. We agree that you have a right to know how we will utilize the personal information you provide to us. Therefore, together with our parent company, the First American Corporation, we have adopted this Privacy Policy to govern the use and handling of your personal information. Applicability This Privacy Policy governs our use of the information which you provide to us. It does not govern the manner in which we may use information we have obtained from any other source, such as information obtained from a public record or from another person or entity. First American has also adopted broader guidelines that govern our use of personal information regardless of its source. First American calls these guidelines its Fair Information Values, a copy of which can be found on our website at www.firstam.com. Types of Information Depending upon which of our services you are utilizing, the types of nonpublic personal information that we may collect include: * Information we receive from you on applications, forms and in other communications to us, whether in writing, in person, by telephone or any other means; * Information about your transactions with us, our affiliated companies, or others; and * Information we receive from a consumer reporting agency. Use of Information We request information from you for our own legitimate business purposes and not for the benefit of any nonaffiliated party. Therefore, we will not release your information to nonaffiliated parties except: (1) as necessary for us to provide the product or service you have requested to us; or (2) as permitted by law. We may, however, store such information indefinitely, including the period after which any customer relationship has ceased. Such information may be used for any internal purpose, such as quality control efforts or customer analysis. We may also provide all of the types of nonpublic personal information listed above to one or more of our affiliated companies. Such affiliated companies include financial service providers, such as tiUe insurers, property and casualty insurers, and trust and investment advisory companies, or companies involved in real estate services, such as appraisal companies, home wananty companies, and escrow companies. Furthermore, we may also provide all the information we collect, as described above, to companies that perform marketing services on our behalf, on behalf of our affiliated companies, or to other financial institutions with whom we or our affiliated companies have joint marketing agreements. Former Customers Even if you are no longer our customer, our Privacy Policy will continue to apply to you. Confidentiality and Security We will use our best efforts to ensure that no unauthorized parties have access to any of your information. We restrict access to nonpublic personal information abou[you to those individuals and entities who need to know that information to provide products or services to you. We will use our best efforts to train and oversee our employees and agents to ensure that your information will be handled respnsibly and in accordance with this Privacy Policy and First American's Fair Information values. We currently maintain physical, electronic, and procedural safeguards that comply with referral regulations to guard your nonpublic personal information. WEBSITE Information on the calculation of premiums and other tide related charges are listed at First American's website: www.firstam.com NOTICE OF PRIVACY POLICY OF LAND TITLE GUARANTEE COMPANY, INC., A COLORADO CORPORATION AND MERIDIAN LAND TITLE, L.L.C., A COLORADO LIMITED LIABLITY COMPANY, D/B/A LAND TITLE GUARANTEE COMPANY - GRAND JUNCTION This Statement is provided to you as a customer of Land Title Guarantee Company, a Colorado corporation and Meridian Land Title, LLC, d/b/a Land Tide Guarantee Company- Grand Junction. We want you to know that we recognize and respect your privacy expectations and the requirements of federal and state privacy laws. Information security is one of our highest priorities. We recognize that maintaining your trust and confidence is the bedrock of our business. We maintain and regularly review internal and external safeguards against unauthorized access to non-public personal information ("Personal Information"). In the course of our business, we may collect Personal Information about you from: * applications or other forms we receive from you, including communications sent through TMX, our web-based transaction management system; * your transactions with, or from the services being performed by, us, our affiliates, or others; * a consumer reporting agency, if such information is provided to us in connection with your transaction; and * the public records maintained by governmental entities that we either obtain directly from those entities, or from our affiliates and non-affiliates. Our policies regarding the protection of the confidentiality and security of your Personal Information are as follows: * We restrict access to all Personal Information about you to those employees who need to know that information in order to provide products and services to you. * We maintain physical, electronic and procedural safeguards that comply with federal standards to protect your Personal Information from unauthorized access or intrusion. * Employees who violate our strict policies and procedures regarding privacy are subject to disciplinary action. * We regularly access security standards and procedures to protect against unauthorized access to Personal Information. WE DO NOT DISCLOSE ANY PERSONAL INFORMATION ABOUT YOU WITH ANYONE FOR ANY PURPOSE THAT IS NOT PERMITTED BY LAW. Consistent with applicable privacy laws, there are some situations in which Personal Information may be disclosed. We may disclose your Personal Information when you direct or give us permission; when we are required by law to do so, for example, if we are served a subpoena; or when we suspect fraudulent or criminal activities. We also may disclose your Personal Information when otherwise permitted by applicable privacy laws such as, for example, when disclosure is needed to enforce our rights arising out of any agreement, transaction or relationship with you. Our policy regarding dispute resolution is as follows. Any controversy or claim arising out of or relating to our privacy policy, or the breach thereof, shall be settled by arbitration in accordance with the rules of the American Arbitration Association, and judgment upon the award rendered by the arbitrator(s) may be entered in any court having jurisdiction thereof. Form PRIV.POL.LTG.1 /s � 1, � . � . • � � � . _ � I • • • ' � �;,. !!;�. � �"�f ����`° I�`�,.�� ,r ��,,����,n I h � n ,:* -�,�' u �Q. 3 I i .,r� � � ' '�?�: �. , : � ``a ti 1 —a. _��,. _ �.� �_��� m�t_f z� I '� Top Hun� SliderSystems , �� Bottom Slider Systems �� �� `J �� Designer Sliders � , � � �������� C����� ����������� , � � Slimline Glass Door Rails Only 1 " Tall! ��-- -���'./ .��� . �� �� �')��� �4�CH�f�CT�1RAt M�ETA�S ����.���.DORALCO � doralco.com � • � • � �4 � - �' � � • • • • A • ' — i — • • � +�" �' h J f111 - �= -� -- ��� �- �� Top Hung Sliding Systems � � - �� -�_�:.� y� ; ,, ;����,�;,�„� Top hung sliding and stacking glass door systems ,�� ' �p � � allow for there to be no track in the floor and give .�,. l, _- �:_� '� � � a clean appearance. The top track carries the ---�� ���I /f' load and can hold up to 1 ,000 pounds per door. .�� ,. �.R,;� • Can swing and slide • No tripping hazards - • Can stack into a pocket or stacking area �--�- • Perfect for wall dividers �°� � � ° �� Bottom Slidin S stems � J Y �� These glass sliding walls have the sliding mechanism ;. , � --�-� ' hidden in the bottom of the glass door rails. Smooth �1��z..._- 'Y .�. �..� , �_ , operation and virtually no stress on the header as all .� the weight is handled by the bottom slider. � . • Ships within a week �. �' • No steel required ��'�' • Cost effective alternate to top hung sliding doors °�'�� DesignerSliders _-� � � ' Stylish and industrial, our Designer Sliders give a �k= - unique look to any all glass entrance and provide better installation flexibility. :�; • Exposed rollers showcase the sliding mechanism • Perfect for unique openings or double doors � - • No header or wall glass needed for installation � �'� �f,►/` ��� �� ��� ,aRC�►�rFCruR�ai n�ErAES 1 .���.��.a�i�A��� � r�c�}rc:�l�c�.c:��r�� ,� - ll �' . _ I i , V I�I -�-- � �I �`f�� � • � _ -- - --- ' ,. - _ - - �- _, _ __--- �. - � . � � - - - + r � Independently tested � � '� � _ _-- _ - / Will accomodate 3/8" to 3/4"gl � ���~ � Field adjustable up to 1" ��' �T � � � � Adjustable while door is hanging � Can work with multiple types of hardware —� �'� • � � � � + � Ships in 2 Days! ��� Sure Grip Glass Door Rails � �� Doralco's revolutionary design allows simple, �- clean assembly, and easy installation. Our syste� accommodates most glass door hardware anc � numerous finishes to complement a variety of innovative design applications. �-_�� • Independently tested - 16 years in the market -- �; • Fully field adjustable D- - ' � ,,E�;-- _;� x'�` _ • Ships in 2 days , � � • Available in 3 3/8" - 12" heights '' �� � �I� Slimline Glass Door Rails The world's smallest dry glaze glass door rails! ���i .'.o , i No Glass Door rail can compete with the size or � , quality of the Slimline Door Rail. Perfect for clean � � lines in door, wall and cabinet applications. ' !; '�, • Glass is more visible � � � � , • Any finish desired �,r--' • Ships in 2 days � � � • Available in 1 "-2.5" heights and 1 " width � � E N T � .�► P�I G E I h�i E T � �- 1 .888.4�.aC�RALCC� � doralco,cam GLA,;❑ QL;OR !�CLUTIDN❑ ❑Y DORRLC❑ � . • � • • ' � � � . , k_ � , � ,�� --� __ -�� "�- ��� ��� , _ - ' i�i �i , r� � T"�-_� __ I I � I� _ 1 �._ .j „I .I �� �i� �- � ,� �� �i�� �'�� s;�i a� �.r�1i' � '�� Glass Door Accessories � � � �;� �� + � �, , �,� ���� {��, _�� � , ,� � . - _ - ,� '; • Center Lock Housings � _ z ' = �� �-'. • Vertical Stiles - -- — � ` . . . - . . - �: • Floating Header Bars - • � - • � ' � ��������=� _ _ � � • Door Patches '! � • Vinyl Sidelite Rails # • Channels and Header Bars �, World's Smallest Glass Door Center Locks and Patches - 100�o Recyclable Free Design Assist Service www.doralco.com _,. �ustainable Products Our team is always available • Downloads for Sustainable Projects. to inform and suggest • Specs and Technical Data innovative solutions for your • Photos LEED Credit Potential project. • Installation Videos .�1 � /� ��� � . `�,45 R :I. Y'f. . �' � . . �� �c �� ,�^ � ��. � � � �� � � ���� �� � 1�� .� AR�HlTECT�IRAL M�TALS ,�,, "" ` :: �����"=�J - �, I N [ E '� i E C � Sur�Sf,��c��s ;�r;c�f Grill�� - CC�MPC�SITEcare � Arc�itecfural Panel Sys1c���s �C��C��C(�.CC�I'� EI�TR�NCE METAL � �lass Daor Systems lv1A�H6NE WURKS � �ustam Mefic�l �abri�c�tion � ,���.4�.�Q'R��'�Q' Aluminum System . ' +--t,.;�'>_ _ - .-a��- _- - - - � �- ��� '�� f � � � " � �1 �F: — -- _ ���� ��. 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' .pr`�i` � -�_�?..�x=�' r� sp �"'i� ������ - '���� r '-°- -r.�"�- � ����i_� [� a`.� �`.�ia . � _ �� � `u�i_'�I�►._���� ''� i� � � �F'p �' - � " ,�. + '� ' �� ' � t �? `�� �I "�'.-_ � ; r ti �+, , j � ' ;� :�� - _�. �.� _... _ r- I ,��`_ �� � � Strikingly clean and narrow,our all Aluminum system features a 2 3/4"stile and rail profile allowing for more glass and light. Suitable for both residential and commercial projects, the Aluminum system truly defines contemporary. �,�� LACANTINA DOORS LaCantina Doors supports green design and 888.730.3898 � lacantinadoors.com is a member of the U.S.Green Building Council AI u m i n u m Featu res I�,CANTI NA DOORS N,Eq,oN ELEVATION DETAILS _ � � S�� APx.140'MPX�MV� E�erior Hinge � ;�;�-- � I�; noz, -I �� --� , —� t� � � � ��� o,�� � , , ;�: _ z� � �,3, �� r� � � Interior Locking Lever �� \ M��,��o�N.�o�H t� , }� �: - �I � `x"H�H ��"fl��H Interior Pull Handle �!, __ s,��ESAA�� _ � �� i o - E �EP � AANA �� .�,!�� _ � oq Daily Passage Handle � 2^ _ U -- +' �nsviEwEOFROMrHEExrEaioR• � IN STOCK COLOR OPTIONS ALUMINUM COLORS Custom color matching available FEATURES � _ � SWING Outswing Clear Bronze White anodized anodized Inswing Colors and grain vary due to print-Request actual samples MOUNTING Top hung LOCKING SYSTEM Concealed multi-point lock Floor rolling GLASS Low-E 272;standard argon filled SILL Standard engineered sill Low-E 240 Zero step sill Low-E 366 Flush guide only Clear ADA compliant Tinted HANDLE Interlock Aria included with daily passage doors Single glaze tempered Laminated and impact TOP RAIL 2 3/4"[70 mm] Other custom glass BOTTOM RAIL 2 3/4"[70 mm] CONFIGURATION Up to 8 panels in each direction 10"[254 mm]ADA OPTIONS Daily passage door on odd number of panels HARDWARE Stainless steel 90°zero post corner FINISH Bronze FRAME SIZING Standard and custom sizes HEAD AND SILL Bronze anodized Up to 52 feet wide/16 panels,10'4"tall FINISH Clear anodized pANEL SIZING Up to 39"wide-Up to 120"height � � .... A u m i n u m 'll �CANTINA DOORS Outswing Guide Channel The guide channel sill is an option for when interior and exterior floors are at the same level. Compared to our standard outswing sill there is approximately a 5/16" gap between the bottom of the door panels and the floor.The guide channel sill option is for interior applications only it is not suitable for exterior use unless air infiltration is acceptable or there is no risk of water infiltration. Surface mounted sweeps on the bottom face of the door can be field applied by installer to reduce the gap under the doors, however, such sweeps are not effective for weather sealing. Also, refer to the LaCantina Doors zero step sill for an improved option for flush floor applications.The ramp sill option is also available upon request. HEAOER,FRAME LOCATION,TRIM AND CEILING DETAILS PER ARCHITECT PRIMARY FIXING SECONDARY FIXING LOCATION i i/is° [2s] LOCATION ��� �� � ����,�� : \� \ \\\\��` :\. �`� %��\'���' � � `� \\\\� '�°` /���� � ,� ���� ���V�� 3/4" [19] . A` � �� �` ���\�� � ALLOW FOR INSTALLAND 1/8" UPWARD CROWN IN DOOR HEAD - - — - 5 5/8" [143 � � SECTION \ �VA } / \ f 2 1/4I" [57] � 215/16° [74] 1 ❑ � � � � � SWING DIRECTION � G O O Exterior ' Interior 0 0 0 0 0 0 0 � � ��8�� �ZZ� � �-I 1 15/16"�[49] � 2 3/4" [70]� 15/16" [24] DATE:JAN.31,2012 DRAW BY:TS DIMENSIONS IN INCHES[MM] Copyright OO 2012 LaCantina Doors Inc. All Rights Reserved. A u m i n u m 'll �CANTINA DOORS Panel Details The LaCantina Doors Aluminum panel featuring its narrow 2 3/4" [70 mm] stile and rail using a single lite with no horizontal mullions. Panel is 1 3/4" [44.5]thick extruded aluminum.A 10"ADA bottom rail option is available. Per panel weight estimate 39"x 8' = 117 Ibs 39"x 10' = 147 Ibs — — 2 3/4" [701 ' — 2 3/4" [70] HANDLE HEIGHT AT HANDLE HEIGHT AT 36"STANDARD FROM 36"STANDARD FROM BOTTOM OF THE PANEL BOTTOM OF THE PANEL 1 10° [254] � 2 3/4" [70] 7'x 36"PANEL SHOWN 7'x 36"PANEL SHOWN STANDARD 2 3/4"BOTTOM RAIL ADA COMPLIANT 10"BOTTOM RAIL *AS VIEWED DROM THE EXTERIOR* DATE:JAN.31,2012 DRAW BY:TS DIMENSIONS IN INCHES[MM] Copyright OO 2012 LaCantina Doors Inc. All Rights Reserved. AI u m i n u m S stem 'll �CANTINA DOORS y Product Information LaCantina Doors all aluminum system (non thermally broken) defines contemporary design. Strikingly clean and narrow, our all aluminum system features a 2 3/4"stile and rail profile allowing for more glass and light. Large openings up to 52'wide and 10'4"tall;with 8 doors opening in each direction are available.The aluminum system is complete with all hardware,featuring concealed multi-point locking throughout. Suitable for both residential and commercial projects. Frame and Sill Frame sections are extruded aluminum and consist of a head track,jambs and sill. Jamb thickness is 1 1/4" (32mm). Frame width is 5 5/8" (143mm). Frames are supplied ready for assembly and installation. Anodized aluminum sill incorporating weather stop and weep holes to shed water from the guide channels. Standard frame is outswing. Zero step,ADA,flush sill and inswing options are available however are not recommended for applications exposed to the weather. Panel Door panels are extruded aluminum stile and rail, single lite. Panel thickness is 1 3/4" (44.5mm). Rail and stile width is 2 3/4" (70mm). Maximum panel height of 10' (3000mm)for maximum frame height of 10'4"with standard sill. Maximum panel width of 39" (1000mm). Horizontal mullion is not required. Interior and Exterior Finish In stock color options include clear or bronze anodized and white. Custom colors are available to match virtually any color. Sill is bronze or clear anodized aluminum. Periodic maintenance will be required, similar to any aluminum product exposed to weather or salt. Weather-stripping Weather seal inserted in frame and sill to provide perimeter seal, as well as between door panels. Color is dark bronze. Glass and Glazing Tempered and insulated 3/4" (19mm) clear or low-E glass. Other glass options including laminated, impact and tinted are available upon request. Glazing seal is silicone bedding on exterior surfaces and glazing seal with bead on the interior of the panel. Hardware The hardware system operates with an upper wheel carrier that rolls on the aluminum head track. A lower track in the sill guides the door panels.The upper carrier and lower guide are attached to door panel hinges.Jamb panels are attached with top and bottom pivots. Panels are connected with hinges including top and bottom hinges attached to top carrier and lower guide. Handles to assist with opening and closing doors are included. Carrier pins at the top pivots, intermediate and end carriers support the full door weight and it is here that the panels are adjusted. A pin locking system is used to lock vertical adjustment once heights are set. Pivots at the jamb allow simple screwdriver adjustment of the system horizontally up to 3/8" (9mm). All screws are fully concealed for external security. Architectural grade stainless steel is used for hinge pins, carrier pins and carrier bogeys. Multi-point locks are used top and bottom to secure folding panels. Locking hardware at primary swing door panel is a 3 point lock. Handle and lockset is provided with each system that has a daily passage door. Hardware finishes available are stainless steel and bronze. Copyright O 2011 LaCantina Doors Inc. All Rights Reserved. semplebrown� • architecture � interiors �vision semple 6rown design,p.e. 1160 santa fe drive denver,colorado 80204 303 571-4137 ph — 303 571-0403 fz PROJECT ABBREVIATIONS SYMBOL LEGEND DRAWING INDEX VICINITY MAP wwwsbdesign�pc.com # POUND(S)or NUMBER FLR FLOOR(ING) PREFIN PREFINISHED NO. SHEET NAME & AND FLUOR FLUORESCENT PRESTR PRESTRESSED < ANGLE FOC FACE OF CONCRETE PRIM PRIMARY AO.O COVER SHEET 193 G O R E C R E E K D R I V E U N ITS A & D @ AT FOF FACE OF FINISH PROJ PROJECT � A/V AUDIO/VISUAL FOM FACE OF MASONRY PSF POUNDS PER SQUARE FOOT O CIVIL V A I L, C O 816 5 7 AB ANCHOR BOLT FOS FACE OF STUD PSI POUNDS PER SQUARE INCH ABV ABOVE FR FIRE RESISTIVE or FIRE RATED PT POST TENSIONED or PORCELAIN TILE 100 - DOOR NUMBER C�.O CIVIL SITE PLAN &SURVEY- EXISTING CONDITIONS EXHIBIT ACOUS ACCOUSTICAL FRP RBERGLASS REINFORCED PANEL�1NG) PTD PAINTED ACT ACCOUSTICAL CEILING TILE FRT FIRE RETARDANT TREATED PTDR PAPER TOWEL DISPENSER AND DEMOLITION r ,r: ^'� '� � " ' - � " AD AREA DRAIN OI ACCESS DOOR FT FOOT(FEET) RECEPTACLE EXTERIOR ELEVATION J� ^� i ;R't 5 r«�y i ;vt Sr�:� a � � ;',�' ��i* r�` •t D1.0 MAIN LEVEL DEMOLITION FLOOR PLAN , �,. �' ADD ADDENDUM FTG FOOTING PTN PARTITION • �. "° rds�� �� � ' ''^�� g;'!Y � '' �arE��i"� � "�'r'6 '�.�'^�, PrR PAPERTOWELRECEPTACLE X - ELEVATION NUMBER D1.1 LEVEL 1 DEMOLITION ROOF PLAN _ • - ' °. .h ". ''r"'t" « . ��'°. ADJ ADJACENTorADJUSTABLE FURN FURNISH(ED) � �.a '"%' ,� � , '� �';, "t- - e r+�.�i-� PVC POLYVINYL CHLORIDE N:. *�. "`'� " '� '�� '4 • '� '�,""���'�'� AFF ABOVE FINISHED FLOOR FURR FURRED or FURRING �ti ` ' 4' ' • r... ,, AGG AGGREGATE FUT FUTURE PVMT PAVEMENT ARCHITECTURAL j: '�6,'� -, _ _��� ,`"`��.cy'_�, ,'"' K �',�' - �" AX.X - ELEVATION SHEET NUMBER ` ���• •.__ .�a:.' �-u ; �a. -:;�.- '` AHU AIR HANDLING UNIT FVC FIRE VALVE CABINET QT QUARRY TILE A1.0 MAW LEVEL FLOOR PLAN ±'�++/�,.� +�� y �e � �" - '� � ?+� � �'� ' . Y, �.' ��.• r � r �r P ALT ALTERNATE GA GAUGE QTY QUANTITY �I � �' � �� ���� +�,� �� i,?; "COPYRIGHT2012 ALUM AWMINUM GALV GALVANIZED (R) REMOVE Al.l MAIN LEVEL FINISH FLOOR PLAN � 4 , }„:', � ,,, , -_ �, �7ty , � r-�.� � ,: ,& � {� ANY UNAIITHORIZED USE OF THESE DOCUMENTS IS �' � �r "�+�_ ��� ROHIBITE�WITHOUT THE WRITTEN CONSENT OF: h-.w-;- F ��. „.. �_ .,.,, A N O D A N O D I Z E D G B G R A B B A R R RISER �_ "'�' *,�-�,, '^'+ WINDOW FRAME TYPE ELEVATION �a�w f; � _ _ _ � . s E M V�E e s o w N O E S i c m,P.c. APPROX APPROXIMATE GC GENERAL CONTRACTOR RAD RADIUS A2.1 EXISTING BUILDING ELEVATION - NORTH r�r+; ' ��'�� ` ° � • ' Y � °' ARCH ARCHITECTURAL GCMU GLAZEDCONCRETEMASONRY UNIT(S) RB RUBBERBASE G 1 -WINDOW FRAME ELEVATION NUMBER A 2.2 EXI STIN G BUILDIN G ELEVATION - EA ST `"'�-"�tK� �',,�' � i_'� +�+�"' �,� 1�'� � �+���"�.r���_ �� '"�"�' ASI ARCH�TECT'S SUPPLEMENTAI GL GLASS or GLAZING RBC RUBBER BASE COVE ��`• �J��A ''`^ �'7'P'�F'� °.-r � t r .-_ ; " � _ "'�r�--. -°"- WSTRUCTIONS RBS RUBBER BASE STRAIGHT A2.3 EXISTING BUILDING ELEVATION -SOUTH �� +r.� �� ' 'l�..� -i ,,.y,�'r� � F�}',�, '� � GND GROUND �r �_ . • ,� ",{��.4..�� ,�• , .,�- i 7�t.i➢ r. ! .,��''..� ASPH ASPHALT GR GRADE RBT RUBBERTILE A2.4 EXISTING BUILDING ELEVATION -WEST � � , + � �`; °'�" �a!�w�} � " � �%� AUTO AUTOMATIC RD ROOF DRAIN or ROAD AX.X -WINDOW FRAME ELEVATION SHEET NUMBER ,/�°;� '� . „� x° •� r� : �' `�""' ��'�`�"'"'"�'^ . �a ` ' _�,� AVE AVENUE GRT GROUT RE REFER TO or REFERENCE A2.5 NEW BUILDING ELEVATION - NORTH � I� � � I " ..� `N— GWB GYPSUM WALLBOARD 1;,,�` �q�� r � � E. � 'hR!` ��, � a.� . �,,.,, � ' � '�c1�?�'r� "�i,h, i AVG AVERAGE �;• +� �� *.y :�� A2.6 NEW BUILDING ELEVATION - EAST � �.�,y, �:� , '� e,. �i * , G Y P G Y P S U M R E C R E C E S S(E D) 7 '��. AWP ACOUSTICAL WALL PANEL GYP.BD. GYPSUM BOARD RECPT RECEPTACLE AZ.7 NEW BUILDING ELEVATION -SOUTH ~ d�}� � ' �r.4 � +I'� ��r� � ~�, ����'�,;i •,,�`�' � � fi i' �{ p.7� � f��^j�� �� �'!T � .:��-�� BASE HAS HEADED ANCHOR STUD REF REFRIGERATOR or REFRIGERATED ^�;,: �.'� "+;� ��(R B.O. BY OWNER A2.8 NEW BUILDING ELEVATION -WEST 4 a� �►+� , +'� �:.�,� ��;, . . � � � � HB HOSE BIB REINF REINFORCED " ��.., � ° � �" � ��,` ',� �� ; j � O -WINDOW TYPE ,� . _ - ,�r�•"„ �, a;�� ,�.., � 'r4 . . B.O.F. BY OWNER,FUTURE HC HOLLOW CORE or HANDICAPPED REQD REQUIRED ``+ ;r � � � �r y� �� i � ` � �- � �w" 3.`J �- ,,� 5r`.H BD BOARD HDAS HEADED DEFORMED ANCHOR STUD RESIL RESILIENT A3.0 EXISTING CONDITIONS (PHOTOS) D � ` �°���.. �;' ������ � l��r+�`p,�"�`.' ""�� . �� � ,""� f�j� � � �,�; y, , , ,� . ,.: - � BIT BITUMINOUS A4.0 NEW MATERIAL PALETTE � � �` " " �-;��r�'v=:-�� � .� ? ` '� ip,� �— a '_ HDR HEADER REV REVISE,REVISED or REVISION(S) �^�} „����' � � = ,�, ';. �xy" � : '� .�:��� � �. `' BLDG BUILDING HDWR HARDWARE RF RESILIENTFLOORING BLKG BLOCKING HM HOLLOW METAL RFG ROOFING INTERIOR ELEVATION ��' , ;� � �'Y�+ � �,,�. ��t-" �� � •g��' ' � ���4 �� ����° _ ^�+w ,� ' � p, . ,a � . M A5.0 RENDERINGS "' � � � • �"� X -INTERIOR ELEVATION NUMBER `'f°� � ,���w''!� �,: .� �� "�,� a�`+���� BM BEAM or BENCH MARK RFL REFLECTED � � ,��, "'� '� �' �,� �...r +4�,' ��IA' ���,� HORIZ HORIZONTAL 1 f!i�r � °w,,`,t� �„ `,� ^�a �'• � O BOT BOTTOM HR HOUR RH RIGHT HAND � � � , �� f, +�� � '�:, � '� ��+M�"�` I' �' i.i �' / ;, BRG BEARNING RL RAIN LEADER MECHANICAL and PLUMBING �s'°�� r� ' ��{ ��� � .��y �� -i , �c r . ,..�. � ' ;rzr , � ' '�_''P, F _ '��'T�W�� e;.� r � . HT HEIGHT ��:' d. �� ;r.. , i°'� `� � rr w .;: ' � BSMT BASEMENT HrR HEATER RM ROOM AX.X -INTERIOR ELEVATION SHEET NUMBER M5.0 MECHANICAL EAST ELEVATION 4 �� ";�` "'b�, }'•;�p" �; `�=a�,9•. M•�� ��, .�"+�►� �� C CAULKING HVAC HEATING,VENTILATION and AIR RO ROUGH OPENING j<-�c. i" �y �(-� � �!z � �, �'''"�� 1 rr I 1.r� 7'�! ' v,.a'i' -�.,`,r� . ;:�`, . � ` C.L. CENTERLINE CONDITIONING ROD ROOFOVERFLOWDRAW 'TRUE NORTH ,T ` ��,�'� T � ,y` ' � �'�� � CAB CABINET HW HOT WATER ROW RIGHT OF WAY _ _ � CATV CABLE TELEVISION HWH HOT WATER HEATER RPM REVOLUTIONS PER MINUTE ELECTRICAL and LIGHTING cc� CONSTRUCTION CHANGE DIRECTIVE Hwv HiGHwnv Rvs REVERSE(SIDE) BUILDING SECTION El.0 LEVEL 1 EXTERIOR LIGHTING PLAN � CCTV CLOSED CIRCUIT TELEVISION IBC INTERNATIONAL BUILDWG CODE RWC RaiN w,orER coN�ucroR - BUILDING SECTION NUMBER CDOT COLORADO DEPARTMENT OF ID INSIDE DIAMETER S SOUTH or SEALED � TRANSPORTATION IN INCH(ES) SC SOLID CORE AX.X - BUILDING SECTION SHEET NUMBER CEM CEMENTITIOUS WCAND INCANDESCENT SCD SEAT COVER DISPENSER CFL COUNTERFLASHING INCL INCLUD�ED) SCHED SCHEDULE CG CORNER GUARD INFO INFORMATION SD SOAP DISPENSER CIP CAST IN PLACE INSUL INSULATION or INSULATED SEC SECTION CIRC CIRCUMFERENCE INT INTERIOR SF SQUARE FEET CJ CONTROL JOINT INTMED INTERMEDIATE SHT SHEET CL COLUMN LINE INV INVERT SHTG SHEATHING CLG CEILING JC JANITOR CLOSET SHWR SHOWER WALL SECTION � CLOS CLOSET JST JOIST SIM SIMILAR CLR CLEAR JT JOINT SNC SANITARY NAPKIN CABINET 1 -WALL SECTION NUMBER CM CENTIMETERS KD KNOCKDOWN SND SANITARY NAPKIN DISPENSER CMU CONCRETE MASONRY UNIT KIT KITCHEN SNR SANITARY NAPKIN RECEPTACLE AX.X -WALL SECTION SHEET NUMBER CO CHANGE ORDER or CLEANOUT KO KNOCKOUT SOFF SOFFIT � COL COLUMN KP KICK PLATE SPECS SPECIFICATION(S) CONC CONCRETE LAB LABORATORY SPKL SPRINKLER CONF CONFERENCE LAM LAMINATE SPKR SPEAKER CONN CONNECTION LAV LAVATORY SPRT SUPPORT CONSTR CONSTRUCTION LBL LABEL SQ SQUARE � � CONT CONTINUOUS LDR LEADER SR SINK RECEPTACLE CONTR CONTRACTOR LH LEFT HAND SS STAINLESS STEEL � DETAIL CALLOUT � CORR CORRIDOR or CORRUGATED LKR LOCKER SSK SERVICE SWK CPT CARPET LLH LONG LEG HORIZONTAL STA STATION � - DETAIL NUMBER CT CERAMIC TILE LLV LONG LEG VERTICAL STD STANDARD Q CTR COUNTER LP LIGHTING PANEL or LIGHT PROOF STL STEEL ^ � AX.X - DETAIL SHEET NUMBER W CU CUBIC LT LIGHT STOR STORAGE � � � ` / CY CUBIC YARD LTL LINTEL STRUCT STRUCTURE or STRUCTURAL � DAMP DAMPROOFING LVR LOUVER SUSP SUSPEND(ED) � � W DBL DOUBLE MACH MACHINERY SYM SYMMETRICAL � � DEG DEGREE MAG MAGNETIC SYS SYSTEM ` � DEMO DEMOLISH or DEMOLITION MAS MASONRY T TREAD � DEPT DEPARTMENT MATL MATERIAL TS.B TOP AND BOTTOM ROOM AREA DF DRINKING FOUNTAIN MAX MAXIMUM T&G TONGUE AND GROOVE w U DIA DIAMETER MB MOISTURE BARRIER TB TOWEL BAR ENTRY -AREA NAME DIAG DIAGONAL MECH MECHANICAL TBC TOP OF BACK OF CURB W DIM DIMENSION MED MEDIUM TELE TELEPHONE 100 -AREA NUMBER �/� �' /� DISP DISPENSER MEMB MEMBRANE TEMP TEMPORARYorTEMPERATURE � L.� y= DIV DIVISION MEP MECHANICAL,ELECTRICAL and TG TEMPERED GLASS O �L� DN DOWN PLUMBING THERM THERMOSTAT SPOT ELEVATION � — DR DOOR MEZZ MEZZANINE THK THICKorTHICKNESS / ^ � DS DOWNSPOUT MFR MANUFACTURER THLD THRESHOLD - ELEVATION v DTL DETAIL MH MANHOLE TO TOP OF +�OO�-O�� DWG DRAWING MIN MINIMUM TOC TOP OF CONCRETE Level 1 - LEVEL W � O DWR DRAWER MIRR MIRROR TOS TOP OF STEEL (E) EXISTING MISC MISCELLANEOUS TOW TOP OF WALL EAST MM MILLIMETERS TPD TOILET PAPER DISPENSER � EA EACH MO MASONRY OPENING TPTN TOILET PARTITION X'� -MATERIAL TAG W � EB EXPANSION BOLT MTD MOUNT(ED) TS TUBESTEEL � [RE: FINISH SCHEDULE] ED EXHAUST DUCT MTL METAL TV TELEVISION � O �/ EF EXHAUST FAN or EACH FACE MUL MULLION TYP TYPICAL M �1 EJ EXPANSION JOINT (N) NEW UL UNDERWRITER'S LABORATORY +9' �" -CEILING ELEVATION � A � E� E�EVarioN N NORTH [RELATIVE TO ROOM FINISH FLOOR] V� UNFIN UNFINISHED ELEC ELECTRICAL NIC NOT IN CONTRACT UON UNLESS OTHERWISE NOTED ELEV ELEVATOR NO NUMBER UR. URINAL EMER EMERGENCY NOM NOMINAL USGS U.S.GEOLOGICAL SURVEY XX -WALL TYPE INDICATION ENGR ENGINEER NRC NOISE REDUCTION COEFFICIENT V VOLT [REFER TO ASSEMBLIES SHEET] EOS EDGE OF SLAB NTS NOT TO SCALE VAR VARY or VARIES � ISSUED FOR DATE EQ EQUAL OA OVERALL VB VAPOR BARRIER EQUIP EQUIPMENT OC ON CENTER VCT viNr�connPOSirioN ri�E - FLOOR OR ROOF TYPE INDICATION DRB & PEC ZO�Z.OG ES EACH SIDE OD OUTSIDE DIAMETER VENT VENTILATION X� [REFER TO ASSEMBLIES SHEET] EST ESTIMATE OF OUTSIDE FACE VER VERIFY EW EACH WAY OFF OFFICE VERT VERTICAL EWC ELECTRIC WATER COOLER OH OPPOSITE HAND VEST VESTIBULE EWH ELECTRIC WATER HEATER OPNG OPENING VIF VERIFY IN FIELD FEC - FIRE EXTINGUISHER CABINET LOCATION EXT EXTERIOR OPP OPPOSITE VIN VINYL or SHEET VINYL FARENHEIT OTO OUTSIDE-TO-OUTSIDE VOL VOLUME FA FIRE ALARM P PAINT(ED) VTR VENT THROUGH ROOF FAC FIRE ALARM CABINET P/l PROPERTY LINE VWC VINYL WALL COVERING � -GENERAL WORK NOTE FACP FIRE ALARM CONTROL PANEL PAC PREVIOUSLY AWARDED CONTRACT y� WEST or WIDE [REFER TO LEGENDS] FBO FURNISHED BY OTHER(S) PAR PARALLEL W.O. WHERE OCCURS FD FLOOR DRAIN or FIRE DAMPER PBO PROVIDED BY OTHERS W/ WITH FDN FOUNDATION PC PRECAST W/C WATER CLOSET FE FIRE EXTINGUISHER PERF PERFORATED W/O wirHOUr - REVISION (SIGNIFICANT FEC FIRE EXTINGUISHER CABINET PERIM PERIMETER W/R WATER RESISTANT FF FINISHEDFLOOR PKG PARKING WC WALLCOVERING X ALTERATIONS/CORRECTIONS HAVE FFL FINISHED FLOOR LINE PL PLATE WD WOOD BEEN MADE WHEN DRAWING TITLE IS FH FIRE HYDRANT PLAM PLASTIC LAMINATE WDO WINDOW CLOUDED) FHC FIRE HOSE CABINET PLAS PLASTER WF. WIDE FLANGE or WOOD FLOORING FHMS FLAT HEAD MACHINE SCREW PLBG PLUMBING WGL WIRE GLASS FHV FIRE HOSE VALVE PLYWD PLYWOOD WP WATERPROOF(ING) FHWS FLAT HEAD WOOD SCREW PNL PANEL WPT WORKING POINT X - DEMOLITION FLAG NOTES FIN FINISH�ED) POL POLISHED WSCT WAINSCOT FIXT FIXTURE PR PAIR or PROPOSAL REQUEST WT WEIGHT FLG FLASHING PREFAB PREFABRICATED WWF WELDED WIRE FABRIC YD YARD PROJECT TEAM DIRECTORY GENERAL CONSTRUCTION NOTES DESCRIPTIONS OF WORK i.rHE�ENERa�coNrRncroR is suPPUE�,HEREiN,wirH rHE coNSrRUCnoN oocunnENrs FoR usE iN MINOR EXTERIOR ALTERATION AND TENANT FINISH OF THE EXISTING INTERIORS TO UTILIZE THE OWNERS CIVIL ENGINEER: ARCHITECT GENERAL MECH. ENGINEER LIGHTING ENGINEER KITCHEN PRICWG&CONSTRUCTINGTHIS WORK. ITISTHESOLERESPONSIBILITYOFTHEGENERAL CONTRACTOR SPACE AS A DRINKING/EATING ESTABLISHMENT. WORK INCLUDES ALL NECESSARY ARCHITECTURAL, TO VERIFY ALL EXISTING CONDITIONS &NOTIFY THE ARCHITECT OF ANY DISCREPANCIES&UNFORESEEN MATT MORGAN & GORE RANGE SEMPLE BROWN DESIGN, P.c. CONTRACTOR Rader Engineering, Inc. ARCHITECTURAL ENGINEERING EQUIPMENT CONDITIONS&COORDINATE PRICING&CONSTRUCTION WFORMATION ACCORDINGLY.PROVIDE& MECHANICAL, PLUMBING, ELECTRICAL& KITCHEN EQUIPMENT SCOPE. DESIGN DOES NOT KEVIN CLAIR INSTALL ADEQUATE BLOCKING IN WALLS TO RECEIVE ALL ATTACHED EQUIP.,PLUMBWG,FIXTURES PROPOSE A CHANGE IN NET SQUARE FOOTAGE TO EXISTING USABLE AREA. rea�ECrNO. oi SURVEYING, LLC 1 160 SANTA FE DRIVE ROCKY MOUNTAIN 40690 Highway 6, Suite El DESIGN GROUP Tundra Specialties FixruRES,nni��woRK,a casEwoRK. 193 GORE CREEK DRIVE, PO BOX 15 DENVER, CO 80204 CONSTRUCTION GROUP P.O. Box 8610 1900 Wazee Street,Suite 350 Desi n Grou 2. coNTRACroR is RESPONSie�E FoR Fie�o wsPECrioN oF a��suRFncES To RecEivE PaiNr oR oTHER 120600 2012.06.� SUITE 201, VAIL, C� 5129 LONGSUN LANE PH: 303 571.4137 Avon, C�8�620 Denver, Colorado 80202 g p FINISH TREATMENT&FOR ASSUMING THAT SUCH SURFACES ARE ACCEPTABLE FOR RNISH APPLICATION ( � 120 WIL�OW BRIDGE RD 3H2S WCIII"lUt St. PRIOR TO INITIATWG ACTUAL FINISH WORK. NO PAINT FINISH SHALL BE APPLIED ON ANY SURFACE WHICH DRAWN CHECI 81657 AVON, CO 81620-0015 FAX: 303 571.0403 PH: 970-845-7910 PH: 303.296.3034 IMPROPERLY FINISHED,REPAIRED OR OTHERWISE NOT FULLY ACCEPTABLE FOR THE FINISH APPLICATION. � � SUITE 7 Boulder, CO 80301 ALL ROUGHNESS OR IRREGULARITIES THAT MAY APPEAR AFTER PRIMING SHALL BE THOROUGHLY FILED OR DHS � PH: 970.476.0125 PH: (970) 479-8698 CONTACTS: VAIL, CO. 81657 FAX: 970-845-7522 CONTACT: PH: 303-545-1365 SANDED OUT OR OTHERWISE CORRECTED TO PROVIDE A SMOOTH,EVEN SURFACE FOR PAINTING& FAX: 970.476.0137 FAX: (970) 479-0055 DRU H SCHWYHART- PH: 970-476-4458 CONTACT: BRYAN �ASS- CONTACT: FINISHING. FINISHED APPLICATION&WALL APPEARANCE SHOULD BE FREE OF SURFACE&COLOR s"EETT'T�E CONTACT: CONTACT: dschwyhart@semplebrowndesign.com FAX#: 970 476-4951 BRYAN HOULE- bjass@aedesign-inc.com ,fEFF KATZ- IRREGULARITIES. MATT MORGAN- SAM ECKER - SARAH BROWN - CONTACT: Bryan@raderengineering.com JKatz@etundra.com RECEIVED COVER SHEET matt@sweetbasil-vail.com sam@gorerange.net sbrown@semplebrowndesign.com MARK HALLENBECK- By DaVid RhOadeS af 11:36 aI11, .lun 25, 2012 SHEETNO. mark@rockymountainconstructiongroup.com �O • O / � � � � , � / � � — � � �. � � � , � � / J a � / / � �, / � i � � � � / � � r � c� c' / � � � � � � �� o / � m � o / i / � o r.. / / / � Q,J � �[ `�' / � L v / � � ��> � � �7 � ��E / / C� u� � / ( �0�� EDGE OF CREEK �� � / / \ � � � � / / / — �— _, / � i � APPROXIMATE CENTERLINE � / / � OF CREEK / i � / / ' � . / / , / , � / � � / � � ' , � � / INVERT OUT / � O 3 — 15" PVC PIPES � / ELEV. = 8152.0' / / � � \ / \ / /— � - ' / � � � o ` / 'o. / TRACT I / � [—� O (VAIL VILLAGE, FIRST FILING) / / �� � � / � � 0 � � APPROXIMATE 100 YEAR FLOOD PLAIN x � � / � � �'� / � (PART OF) TRACT a � � � � rTl �--� � � / BLOCK 5—B GRAPHIC SCALE w � � / � (VAIL VILLAGE, FIRST FILING) a o a a is az � /�/1 - - — — J �, APPROXIMATE 50' CENTERLINE O r � / OF CREEK SETBACK � � � ( IN FEET ) � � / / i inch = 8 ft. �� O O - ' ►-+ N / � � � � � � , � `� ►-� W WQP-� � W � � � —3e(8157.2 � O FLAGSTONE _� ' 1 � � PATH �— � T/'1 � 8� �/1 � F� —=8158.1 �F''� BRICK PAVER l J � t� �r �S�SH.O WALKWAY � � — 8158.0 \ �� _�� 8158.3 �E 8158.3 8158.5 �8157.4 � � 8158.3 � � STEEL FENCE I�.1 � � our000R� $158.5 � � /� BRICK PAVER 8158.3 �( � t r , � WALKWAY 3�( / — r� �(8158.5 / » � �'j3.4�� �t 8158.7 — �� rT � � 79"17�0� W 8157.9 3s(8�57.8 �j O F'�`I S 8158.8 � � _ ` � O entry � r T , � �t 8158.5 � STEEL OUTLINE OF BUILDING r.r.� � — 8158•7 PARCE� STAIRCASE AT GROUND LEVEI � 8,�58 7 DOWNSPOUT BOUNDARY MANHOLE � 8158.7 entry ` STONE VENEER SUPPORT 4�� PVC P�PE WALL (DRAIN) 4" PVC PIPE COLUMN SUPPORT (DRAIN) SUPPORT COLUMN O COLUMN — 2 — 4" PVC PIPES — � (DRAINS) WOOD FENCE � N GORE CREEK PLAZA BELL TOWER � BUILDING � OUTLINE OF BUILDING C 0 N D 0 M I N I U M S � /— AT GROUND LEVEL � � 0.173 ACRES (RECEPTION No. 394895) � 193 GORE CREEK DRIVE r*i ? (THE SITZMARK AT VAIL) � wY (RECEPTION No. 273112) � O � �3 O � � O N � � 'c�r N � o. RECEI VED \ o 0 � NOTES: By Davi d R hoa des a t 1 1:3 6 am, Jun 2 5, 2 0 1 2 c� � 1) DATE OF FIELD LOCATIONS: 6/22/2012 SURVEYOR'S CERTIFICATE � o � Z 2) BASIS OF ELEVATIONS: COLORADO HARN CONTROL POINT "SPRADDLE", ELEVATION = 8287.82' (NAVD 88) I, SAMUEL H. ECKER, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF THE STATE _ OF COLORADO, DO HEREBY CERTIFY THAT THIS EXHIBIT WAS MADE BY ME AND UNDER MY SUPERVISION, W � W 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE. a a � THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. �'-- 4) THE BOUNDARY DIMENSIONS, EASEMENTS AND RIGHTS OF WAY SHOWN HEREON ARE PER THE RECORD PLAT FOR ------------------------------------ ` � SAMUEL H. ECKER N THE SUBJECT PROPERTY. COLORADO P.L.S. No. 30091 (`j (�i� � 5) VERIFY CURRENT BUILDING SETBACKS AND RESTRICTIONS WITH THE PROPER GOVERNING AUTHORITY. FOR AND ON BEHALF OF � GORE RANGE SURVEYING LLC � c �s �� , � � � m .'�►�� ��� m a .. '��;r�.,. � Z � Z O O V > semplebrown� • architecture � interiors �vision � � semple 6rown design,p.e. 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NOTES � � � FIELD VERIFY [E] COLUMN � O S S G TO REMAIN COLUMN TO XX I I O � LOCATION I I I I NON-STRUCTURAL I I I I I I REMAIN l. ASSUME ALL EXISTING FINISHES AND NON-STRUCTURAL � � � [E] MASONRY WALL TO DEMISING WALL[S] REMOVE[E] INFILL WALL U I � � I — — — — — — — — — FRAMING TO BE REMOVED. ( � � [E] STORM PIPING TO i I_ _ _�� REMAIN; EMOVE [E] REMAIN � � — _ — SANDSTO E VENEER AT I I `,, c � � E X T E R I O R [E] CONCRETE COLUMN \\ I I \\\ II � � �E] E L E C T R I C A L W � O T O R E M A I N D E M O L I S H A L L E X I S T I N G I I I I I I (� ( � [E] COLUMN TO REMAIN I � I � � I I CONDUIT ABOVE I � 1— � I N O N-S T R U C T U R A L F R A M E D �I � I I T O R E M A I N? I I D E M O L I T I O N L E G E N D � Q `J I / W A L L S � I I W J � �( I I / [E] DEMISING WALL I I I �----------� EXIST. CONSTRUCTION TO DEMOLISHED O II III REMOVE ALL EXISTING BRICK /� TO REMAIN I I � J M Q I III I PAVER FLOORING IN THIS AREA� / I I � � > II [E] UNOCCUPIED RETAIL o o � _ _ I I — — EXIST. CONSTRUCTION TO REMAIN REMOVE EXISTING �� XX n r � r � I I I STOREFRONT WINDOW I III I I I J L J � �I��� I I I I SYSTEM � �II [EJ 3" DIA. STEEL PIPE C LUVv1NS � � i \ II � I I I � ISSUED FOR DATE I II I & WIDE FLANGE AB V�E TO � � �� I I EXIST. DOOR TO BE DEMOLISHED I � � REMOVE ALL [E] EI�IAIN / �� I I \ DRB & PEC 2012.06 [E] FOUNDATION TO [E] STEEL COLUMN TO CARPET FLOORING �» �� � � � ` REMAIN [VIF] �I �I�I REMAIN I � // // I I I rn I �I ��� I � � _ _ � _ = II II �� �. _ I � � I I I i� \�. EXIST. DOOR TO REMAIN i i \�� u \�� �I � � [E] MASO RY WALL TO I � �� �� I REMAIN; EMOVE [E] I � � [E] MECH./ELECT. I �`�,�� I �� �� ��� I SANDSTO E VENEER AT DEMOLISH EXISTING XX ; p � ��� � EXTERIOR� FURRING WALL[S] � � I� I I REMOVE [E] SANDSTONE � ; — — — — — — — — — — — — — — — — — — — — VENEER?� - - - - - - - - - - - - - - - - - - - - - - - - - \. �� � - - - - - — — — � _ _ _. — — — - -. —.—— — . _.—.—._ _ ——— ._._ _. � � I I � I I II [E] STEEL C MN[S] F@-- RECEIVED II REMAIN �— I I � I �� � � __ - I I By David Rhoades at 11:36 am, Jun 25, 2012 - I I �� � O — O II � � � II �0��90 ( — � I � o II � � � � II � � � _ __ —_ � I � M„SO,�Oo l ON — PROJECT N0. DI I120600 2012.06.� DRAWN CHECI DHS � L E V E L 1 D E M O L I T I O N P LA N � ,� 2� 4� SHEET T�T`E 1 LEVEL 1 DEMOLITION PLAN 1/4 —1 � SHEET N0. TRUE PROJECT D 1 • O NORTH NORTH I semplebrown� • architecture � interiors �vision � � semple 6rown design,p.e. 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CONSTRUCTION TO REMAIN i � �� _ _ _ _ — � I � � � � � - - L � �I I � = = = - -I— —I I I L - - - - -I— I I EXIST. DOOR TO BE DEMOLISHED I I — - - � � � � � � � � � � � - - - - � I � — — — — — — — — — — — — — � � � � _ _ _ _ � �� � � � � � � I�� � W I I I � I II � I I � � - - - � � �� \ EXIST. 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DI 120600 Ol/19/1 � DRAWN CHECI DHS � L E V E L 2 D E M O L I T I O N P LA N � ,� 2� 4� SHEET T�T`E 1 LEVEL 2 DEMOLITION PLAN 1/4 —1 � SHEET N0. TRUE PROJECT NORTH NORTH D � • � semplebrown� • architecture � interiors �vision � � semple 6rown design,p.e. 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O S OO Q � I I� I I XX I I I I I 1. ALL SUBCONTRACTORS ARE RESPONSIBLE TO REVIEW ALL � � 'i ARCHITECTURAL DRAWINGS AND INCLUDE ANY � � U I li I 4'-0" IMIN] II II I I j HALL _ I I � o XX Q STRUCTURAL, ELECTRICAL, PLUMBING OR MECHANICAL W W I I� I I I I I I I � I I II I I CALLED OUT ON ARCHITECTURAL DRAWINGS THAT MAY w � I � I I I I I i I BE MISSING FROM ENGINEERED DRAWINGS. � � 2. ALL DIMENSIONS ARE TO FINISH FACE OF WALL OR OL �I I � � _ � I STRUCTURAL GRID LINE. W U �EOORDINATE LOCATION OF ALL ACCESS PANELS � � � �� � �� �� W/ARCHITECT PRIOR TO INSTALLATION. W W � i I I I I I 4. ALL FURNISHINGS AND KITCHEN EQUIPMENT ARE BY � I [E] PARKING GARAGE OTHERS. G.C. RESPONSIBLE TO COORDINATE W/ KITCHEN � � � RE-USE [E] MTL � - - � XX I I DESIGNER, DRAFT, POS,A/V, FURNITURE & BOOTH O � DOWNSPOUT � I � I ! � CONSULTANTS TO PROVIDE OWNER W/COMPLETE � � / MENS �� �� �� - - � PROJECT. � � � � XX � � / � 5. ASSUME ALL EXISTING FINISHES AND NON-STRUCTURAL DASHED LINE I I � � WOMENS I I � � � FRAMING TO BE REMOVED IN LEVEL 1 COMMERCIAL UNIT W � O INDICATES I � I I � ' 1 '� � U PROPOSED PATIO I � i- - - � I `�, �� �� XX I �� �� b. ALL INTERIOR CONSTRUCTION AT LEVEL 2 TO REMAIN � EXTENTS VIA FUTURE � I BA QUETTES � � i� � / � � UNDISTURBED. W � TOWNDECKLEASE � I XX � � _ , i I I I P �AN �EGEND � � I � � II II NEW WALL CONSTRUCTION � Q\ "_ � I I I � � / I? PATIO [FUTURE] (�� � EXIST. CONSTRUCTION TO REMAIN o � � � � I � XX � - - - - - - - - - - - - - - I- - - - - - - - - - - - - - - - - - � I O I I I I� � � � � � �� 0 ISSUED FOR DATE NEW 4-PANEL AI�UMINUM I �� DRB & PEC 2012.06 II � �FRAME FOLDIN GLASS� � I � I I EXIST. DOOR TO REMAIN I � DOOR I I I � � I � I � I � � I � I � 3'-1 1" I I �\ � I BAR I O , � � �� � I XX I � z � I I ' � � � NEW DOOR � - - - - - - - - - � � � I .d. 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STRUCTURAL, ELECTRICAL, PLUMBING OR MECHANICAL EDGE OF NEW FLAT I I � CALLED OUT ON ARCHITECTURAL DRAWINGS THAT MAY BE � ROOF I I SLOPE / MISSING FROM ENGINEERED DRAWINGS. � I � I I I 2. ALL DIMENSIONS ARE TO FINISH FACE OF WALL OR I I STRUCTURAL GRID LINE. � I / I I 3. COORDINATE LOCATION OF ALL ACCESS PANELS � W/ARCHITECT PRIOR TO INSTALLATION. I I 4. ALL FURNISHINGS AND KITCHEN EQUIPMENT ARE BY DBL DASHED LINE INDICATES I I I I I I I OTHERS. G.C. RESPONSIBLE TO COORDINATE W/ KITCHEN I I LOCATION OF EXTERIOR I I � DESIGNER, DRAFT, POS, A/V, FURNITURE & BOOTH I WALL BELOW I I � � I CONSULTANTS TO PROVIDE OWNER W/COMPLETE � � � PLAN LEGEN D PR°�E�T. — 5. ASSUME ALL EXISTING FINISHES AND NON-STRUCTURAL I � FRAMING TO BE REMOVED IN LEVEL 1 COMMERCIAL UNIT � � O I / � I NEW WALL CONSTRUCTION I �A� I / 6. ALL INTERIOR CONSTRUCTION AT LEVEL 2 TO REMAIN � I � I UNDISTURBED. i � INTEGRAL GUTTER I � EXIST. 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ALL LUMINAIRES TO BE MOUNTED SUGH THAT �F�TI[}W: ������,,�;��yo� TH�Y GOMPLY WITH VAIL S OUTDOOR LIGHITNG �+����p��-'����� � GODE 14-10-7. i�r�eEPrAamplc�y I�ar�ir�ilati�arrs. -�mpr�t�a�e�rOf�c:zct��rtra��,eiih�irca,tarnin.ro��.tiaia6ir ?�a' � I I i�ar�d�d�r pnm�r ma�l�it i�Br�riirL�rdhi�I��trA dark i�ior�All - I�ATEI�I�.: i�ii��xa�r�€d n1i�i�ddior�chli��llm�wa�s� LUMINOUS AREA i 2. EWI WILL �ALL UNDER EXEMPTION (D)(a) SUGH ���vr�,lr�rit�is�S'ieluminunr. ��� ������� 8'4" a � �i THAT THE OYERHANG WILL PROVIDE IOOAS ���'�'�""��"'�"�"� ` o� s��aq�p�ded�m��no,�Ar,�•oax�wwl�pa�SS��r�r�p� EW I ' � GUTOF� O� UPWARD L I GFfT. Flf�'�F!- �w��i�r,a�mY L�6�rt� �r�dgpn�s�w��c•ir�la�i ��I Li�Ett 1��� ° a��nirn�n �ra�i�a�di�1>���r�rr��reTrxwrtii�s�ica�lir��. 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HL.r3�7-M�Ir�d�;Iwnirium � `� rum M HL-ai��-I�~�r�d�utr�rruin W FlN�1�1: � Fl�epSH� ,�4A-�Snrx9�S�,s�dimlrxait O #�-�1�dr��I�unirnrrrr �4P'a�r C�ai;�k�m�num � 1�'-�r'�i�J►�nir�a�rt � �!€-P"�C",�t� � �-Pc��aaat� � B�-�vc9�r'�t�r'aa�e � � ( ' B���r�t�r�cs ' WT m P�er'�c�t�r � V 'YItT-�s'Gt�3t'WEtib:� Ll�pWIN�_ � w � t�: ampr� ��`��I�rq � I.arryp Ty�-�IIG+a�d halk�P'�3�rnps, tm�dkgn�,��W maa��at�l�. ���.����. O �,r� - �-���� ����, Q �-�w�r�� ,�o-�����. � __. � ���„�t����r��-�. �� ,�,$�►�r�a���� � r � ' � 3H�z r�t�+ra�rr��1 er�ic�u,r�, rr�,r�tir��rn. �_�°'�!�"�`i"]_FflCd�i�sr�l Fr�� � I taaltas�'if�ls�ed.��ikarts. �P71�• A�A-�77-7�-il�mtdtFSSd�b�ll�st C�'t��di�k# --r--.�-- ------_� ,..� � .�w..��.:, �.�..�� LUMINOUS AREA C�FT1!)�.s: ��31-�I�ht�lum�um a� 8,4„ a �I�if o�pti�ns�i��ir���r�IL-F.� ��� ' ���. D R B & PE C 2012.06.2 5 EWI f�r c�ir�t 6�,ri�f,suri�� vr�e11�rK+�'�tii,�- F��-E�e�i hlH�ka�l�. SJ�LE��EGIFI�.TK�6i: S�NE�-�+urf�a�nt►�urr�!t�alla� ��1*�' HL�i-�'ti�� � 1IIt�4EE'�-1�11.rt�pd�k�d�st.. ����� RAill�ic �ili�l'I�NG• 1�Y�pF�y la�r�v. O _ Y FiDi�,l1H�I'w" 1bIlU1�1�.�`�1Y�'IU � I �� a�[M r�1� �� �n+���ry�rurrg�ar�r� � .,� � �3�{� � ���" � I�.11 r.r�,�r�l�~�r,lrw�ilt� �p� [1l�] �.�4r'�� �"I��Ltlikl/t,rp�[� L.��-�0-PYIS1i�1e�5 ��17E IIi THE 11�4 ���� L�-L.ir'�ts'�pr�3� �1�11� [?.D8.15] 1..€��0-�r�ss I�[� �[�?.€�] L!�-�G-hlic�`i�l�it I� � � 1 ELECTRICAL LEVEL 1 LIGHTING PLAN � 1- 2- .• ��-�`�� ���n��. TRUE PR❑JECT El.0 SCALE: 1/4"= 1'-0" �61IE�LE�iE�bF��pE+�F1�J4i7�1: N❑RTH N❑RTH ��������'�� �f+al�1�" R�A17Fd�' [�?xi.�.;7 W�k�tiart. \ LIGHTING �IXTURE SGH�DUL� �� rt�1�� � � '� � [��] ��J�s' TYPE DESGRIPTION MANUFAGIUREf2 GATALOG NUMBER VOLTAGE LAMP MAX LUMEN MOUNTING INFORMATION NOTES ���] QTY WATT TYPE WATTS OUTPUT LOGATION BOF/RFD/OFH r� EDI SURFAGE MOUNT DOWNLIGHT FIEVI LITE FfL-3�2-BZ-120-GL-23 120 I 50 PAR20 50 550 SURFAGE 8' OFH I �������� � HALOGEN GEILING � EWI WALL MOUNT UP/DOWN HEVI LITE HL-474-2X-BZ-35 120 2 3q PAR20 �8 1950 (Ef� SURPAGE 8' O�H I METAL HALIDE MH WALL EGI ADJUSTABLE PAR30 FiEVI LITE FfL-38�-BZ-120-GL-31 120 I �5 PAR30 �5 1000 SURFAGE 8' OFH I AGGENT FIXTURE HALOGEN GEILING EYI EXTERIOR EGRE55 LUMINAIRE LITFfONIA AFN DB 120 I I.I XENON I.I -- SURFAGE �' BOG I WALL ABBREVIATIONS: BOF - BOTTOM OF FIXTURE, R�D - REGE55ED FIXTURE DEPTH,OFH - OVERALL �IXTURE FIEIGFiT GENERAL NOTES: A. ALL �LUORESGENT LAMPS TO BE 3500K GOLOR TEMPERATURE AND A MINIMUM OF 82GRI,UNLE55 NOTED OTHERWISE. ry, �y y-� i �Y �+�y�y�, �y �r ,y^�. i/�y�r �+ S. ALL FZE�LEGTOR LAMPS TO BE PRO�(IDED A5 WIDE FLOOD DISTRIBUTION, UNLESS NOTED OTHERWISE. ��L�Efs ��EL✓I�I�rATI�I�I. - _ - - +�f4eL/�R i,7��L„sI�IL�I°sl I�1'�. - - - - PROJECTNO. DATE G. ALL �LUORESGENT LUMINAIRES THAT UTILIZE DOUBLE-ENDED LAMPS AND GONTAIN BALLA5T5 THAT GAN BE SERVIGED IN PLAGE SF+ALL HAVE A �°�`� ��' ��'� �"� ��`� �� L� �"� 2280.00 Ob/20/12 DISGONNEGTING MEANS AS DESGRIBED IN NEG 410.130(G). F�F��IE�T: �'HE�I LI��, II'�'Cr. pF��,1E+�T: �HE�`� LITE, I� .�r. ORAWN CHECKED SPEGIFIG NOTES: s��[�'li�t�.���P�-k,�s�i� ��#[3�rirn��s� P�,.��1�.t3 KMD BJJ I. ALL LUMINAIRES TO HAVE DARK SRONZE FINISH. EG SHALL GONFIRM EXAGT FINISH OPTIONS WITH OWNER/ARGHITEGT PRIOR TO PURGHASE. ������E�- T+�l.,��'�$�3"'��-�'#'�$ F�t�$`���'�[i-���r �P'P'F���ELJ: T�I.,�$'���'���'�'��-F��$'I$��'�l��`'� �J�IF�Fl�'��.'�'IF�l�R�C�7F'Ci �8`f3�1��l�'3:�,�t4'4R�f.�#�%I�I��JC[�1'8Y SHEET TITLE I'��TE: �r�r�urw� �l�T�. ������ ���: �L������ �p�: ��_��� LEVEL 1 LIGHTING PLAN SHEET N0. ,������,�,���;��,,��,����K,.�-�,l��}.�.���������,�,�t�,�„�,�„�������„t�.��r�� ,� ���r„��a�n���,��,�����,���,����,��.,���������,��t�,�,��,���t����,����t.�.���r ,.RECEIVED By David Rhoades at 11:37 am, Jun 25, 201 E 1 . 0