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PZC Packet 122121_______________________________________________________________________________ MEETING AGENDAS AND PACKETS ARE FOUND AT: WWW.AVON.ORG AGENDAS ARE POSTED AT AVON TOWN HALL, AVON RECREATION CENTER, ONLINE AND AVON PUBLIC LIBRARY IF YOU HAVE ANY SPECIAL ACCOMMODATION NEEDS, PLEASE, IN ADVANCE OF THE MEETING, CALL TOWN PLANNER DAVID MCWILLIAMS AT 970-748-4023 OR EMAIL CMCWILLIAMS@AVON.ORG WITH ANY SPECIAL REQUESTS. 1 Notice of Regular Avon Planning and Zoning Commission Meeting December 21, 2021 at 5:00 p.m. MST WEBINAR MEETING ONLY Avon Town Hall operations are limited due to COVID-19 pandemic health orders to restrict gatherings. Physical attendance of the Avon Planning and Zoning meeting is not allowed. Please go to the Town of Avon website, www.Avon.org, and click on the Planning and Zoning Commission bar on the top of the home page to find information on registering to join the meeting. You can also find the agenda and meeting packet materials for the meeting under Government > Planning & Zoning Commission > Agendas, Packets & Materials. We apologize for the inconvenience _______________________________________________________________________________ MEETING AGENDAS AND PACKETS ARE FOUND AT: WWW.AVON.ORG AGENDAS ARE POSTED AT AVON TOWN HALL, AVON RECREATION CENTER, ONLINE AND AVON PUBLIC LIBRARY IF YOU HAVE ANY SPECIAL ACCOMMODATION NEEDS, PLEASE, IN ADVANCE OF THE MEETING, CALL TOWN PLANNER DAVID MCWILLIAMS AT 970-748-4023 OR EMAIL CMCWILLIAMS@AVON.ORG WITH ANY SPECIAL REQUESTS. 1 AVON PLANNING AND ZONING COMMISSION MEETING AGENDA - VIRTUAL MEETING TUESDAY, DECEMBER 21, 2021 - MEETING BEGINS AT 5:00 PM AVON TOWN HALL - 100 MIKAELA WAY, AVON, CO 1.CALL TO ORDER AND ROLL CALL 2.APPROVAL OF AGENDA 3.DISCLOSURE OF ANY CONFLICTS OF INTEREST RELATED TO AGENDA ITEMS 4.BUSINESS ITEMS 4.1. 86 & 95 POST BOULEVARD / MAJOR DEVELOPMENT PLAN - MCGRADY ACRES ENCLAVE CONTINUED PUBLIC HEARING – DEVELOPMENT REVIEW OF A TWENTY-FOUR (24) UNIT TOWNHOME DEVELOPMENT WITH PRIVATE INTERNAL ACCESS DRIVES (PLANNING DIRECTOR M ATT PIELSTICKER). 4.2. 86 & 95 POST BOULEVARD / PRELIMINARY SUBDIVISION (MAJOR) – MCGRADY ACRES ENCLAVE CONTINUED PUBLIC HEARING –PRELIMINARY SUBDIVISION REVIEW AND RECOMMENDATION TO TOWN COUNCIL (PLANNING DIRECTOR MATT PIELSTICKER). 4.3. 420 W. BC BLVD / MINOR DEVELOPMENT PLAN & ALTERNATIVE EQUIVALENT COMPLIANCE - NORTH HARRY A. NOTTINGHAM PARK RESTROOMS– PUBLIC HEARING –MINOR DEVELOPMENT PLAN FOR RESTROOM BUILDING PATH AND LANDSCAPING IMPROVEMENTS (PLANNING DIRECTOR MATT PIELSTICKER AND PEDRO CAMPOS ). 4.4. 1 LAKE ST. / MAJOR DEVELOPMENT PLAN IN TOWN CORE & ALTERNATIVE EQUIVALENT COMPLIANCE - EAST HARRY A. NOTTINGHAM PARK IMPROVEMENTS–PUBLIC HEARING – MAJOR DEVELOPMENT PLAN FOR RESTROOM BUILDING, PARKING, AND ASSOCIATED LANDSCAPING IMPROVEMENTS (PLANNING DIRECTOR MATT PIELSTICKER AND PEDRO CAMPOS). 5.CONSENT AGENDA 5.1. APPROVAL OF MINUTES FROM OCTOBER 5, 2021 PZC MEETING 5.2. APPROVAL OF RECORD OF DECISION FOR 2841 DRAW SPUR, UNIT 3 FENCE / MNR21034 & AEC21007 5.3. APPROVAL OF RECORD OF DECISION FOR COMMUNITY HOUSING PLAN AMENDMENTS / CPA21001 5.4. APPROVAL OF MINUTES FROM DECEMBER 7, 2021 PZC MEETING 6.STAFF UPDATES 7.ADJOURN 970-748-4413 mpielsticker@avon.org Page 1 of 7 TO: Planning and Zoning Commission FROM: Matt Pielsticker, AICP, Planning Director RE: MJR21008 Major Development Plan Continued Public Hearing Lot 3 & Lot 6, McGrady Acres / 86 & 95 Post Boulevard DATE: December 17, 2021 STAFF REPORT OVERVIEW: This staff report contains one application for consideration by the PZC: Major Development Plan for a townhome project on Lots 3 and Lot 6 Acres (jointly referred to as the “Property”), McGrady Subdivision . SUMMARY OF REQUEST: Warner Hopkins, architect with Tab and Associates ("Applicant"), is representing Eagle-River LLC, an entity pursuing the purchase and development of the Property. The application is for a Major Development Plan ("Application") to include twenty-four (24) townhome units arranged around six (6) buildings. Review by Planning and Zoning is required with a public hearing. A concurrent Preliminary Subdivision is on the agenda for PZC review and recommendation to Town Council. UPDATES: After conducting a public hearing and discussing the Application on December 7, PZC continued the application with direction to make design updates and progress drawings. The requested changes were in response to written and oral public comments as well as staff’s analysis of the Application. Attached to this report is a written summary (“Attachment A”) of comments received and responses from the design team. The updated schematic drawings are also included (“Attachment B”) in the attachments. PROPERTY DESCRIPTION: Lot 6 is located adjacent to the Eagle River and contains a single-family home. The home would be demolished to accommodate this development. Lot 6 is bordered by a single-family home and Eaglebend subdivision to the west, Post Boulevard to the east, and Lot 3 of McGrady Acres subdivision to the north. Lot 3, McGrady Acres sits vacant and previously housed a tree farm business for a number of years. Lot 3 borders a pocket park and Eaglebend residential to the west, Post Boulevard to the east, and the Union Pacific Railroad to the north. The property was annexed in 2001 and designated with Neighborhood Commercial (NC) zoning. NC zoning allows for retail, mixed-use, and multi-family townhouse residential. Multi-family is defined by the Avon Development Code as including structures with 3 or more units. 970-748-4413 mpielsticker@avon.org Page 2 of 7 PUBLIC NOTIFICATION & COMMENTS: Notice of the public hearing was published in the Vail Daily in accordance with Sec. 7.16.020(d) of the Avon Development Code (ADC). Mailed notice is not required for this application. Written public comments are attached (“Attachment C”) to this report for PZC review. PLANNING ANALYSIS Lot Coverage, Setback and Easements: All setbacks, easements, and lot coverage requirements are adhered to with the design plans. Lot coverage permitted is 50%, and the development includes 35% as proposed. Setbacks in the NC zone district are as follows: Front – 5’ minimum/15’ maximum; Side –0’ (or matching adjacent side setback if residential); Rear – 20’. The property is also subject to a 30’ setback from the Annual High Watermark of the Eagle River. All building improvements are fully contained in the prescribed setbacks. Several easements border and bisect the two lots. Easement areas have either been left physically undisturbed or incorporated into the design. Use: The Property is permitted a wide range of commercial and retail-oriented land uses, and mixed-use development. Residential townhomes are permitted as a use by right. Short Term Rentals (STR) are not permitted under current zoning. Inclusionary Zoning: The Application is subject to Employee Housing mitigation standards outlined in Avon Development Code Section 7.20.100. Residential job generation is .33 workers per Dwelling Unit, therefore, the project would generate 7.92 employees. Based upon a factor of 1.2 jobs per employee (6.6 employees) and 20 percent total mitigation required, the project must mitigate for 1.3 emp loyees. An employee housing mitigation plan must be reviewed and acted upon by the Town Council. Deed restricting any single unit of the project for local workers would satisfy the full mitigation requirements. Building Height: The maximum building height permitted for this property is 38 feet. The applicant is proposing a maximum building height of 38 feet according to the development plans. The height must be verified during the building process with foundation and framing Improvement Location Cert ificates (ILC). Parking: The Development Code requires 2 spaces per unit and a total of 6 guest spaces. The project includes garage parking, surface spaces in front of most garages, surplus 9’x19’ spaces adjacent to driveways. Code requirements are met and exceeded. 4-Sided Design: The side and rear elevations of all structures include equal care and quality as compared to the front of the buildings. Staff does not hold concerns with the development meeting 4-sided design requirements. Snow Storage: Snow storage areas are identified on the plans and meet the required area. DESIGN STANDARDS ANALYSIS Landscaping: Updated landscape plans are included in the attached packet. The landscape plan exceeds the minimum requirements and utilizes native seed for all disturbed areas, and only 1,440 square feet of permanently irrigated area. All trees and shrubs will receive drip irrigation. Fences: The code standards require fences to be “architecturally compatible with the style, materials and colors of the principal buildings on the same lot.” The plan includes a three-rail split rail fence to replace the existing fence on the west property line. The fence standards in the code state that treated wood fences are acceptable and that fences can be no 970-748-4413 mpielsticker@avon.org Page 3 of 7 more than five (5) feet in height for opaque privacy fences located on rear property lines. Building Design, Building Materials and Colors: The proposed materials include rock veneer siding, shingle- siding, wood siding, and synthetic roof shake shingles for the pitched roof sections. Avon Development Code Section 7.28.090(c)(3), Building Materials, requires the use of “high quality, durable building materials”, and “preferred materials reflect the Town’s sub-alpine character such as native stone, wood siding, masonry or timbers.” All of these materials are considered with this design. The colors meet Light Reflective Value (LRV) standards and are earth tone. Roof Material and Pitch: The roof material and pitch were reviewed for compliance with Sec. 7.28.090(d) (3) Roofs. Mansard roof forms are presented for each building. Pitches are varied to include 6:12, 8:12, 10:12 for smaller dormer features, 3:12 for secondary metal roofs. The plan proposes a combination of synthetic shake for pitched roof forms and a membrane product for flat roofs. The DaVinci roof shake product is a composite material made of resins, UV and thermal stabilizers as well as a highly-specialized fire retardant. Secondary roof forms between 2nd and 3rd story are constructed with standing seam metal. The flat portions of the roofs, combined with little variation in height between units, creates a distinct massing form. Design Standards for Townhomes: The Avon Development Code ("ADC") contains specific review criteria for townhome construction. ADC Section 7.28.090(d)(6) contains the following guidance when reviewing townhome designs: “Duplex, Townhome, and Multi-Family developments shall be designed in a manner that creates a single unified structure and site plan. Unified design shall include, but not be limited to, the use of compatible building materials, architectural style, scale, massing, detail, roof forms, and landscaping. While 'mirror image' units are not supported, the design intent should be one that creates a unified structure with enough variety and architectural interest to distinguish a duplex, townhome, or multi - family structure from a single-family home.” 970-748-4413 mpielsticker@avon.org Page 4 of 7 The design creates unified structures that can be differentiated from single units, with the use of detailing, massing, and the use of detailing to distinguish the individual units and pedestrian entrances. Architectural interest is added with horizontal building offsets, dormers defining individual units, and material changes. Exterior Lighting: The exterior light fixture selected for the project is a lantern style and in compliance with the Outdoor Lighting Ordinance. It is a full cutoff fixture and light is aimed downward. MAJOR DEVELOPMENT PLAN - CRITERIA: § 7.16.080(g), Development Plan 1. Evidence of substantial compliance with the purpose of the Development Code as specified in §7.04.030, Purposes; Staff Response: The application generally complies with the applicable purpose statements outlined in the Development Code. Purpose (l) states, “Promote architectural design which is compatible, functional, practical and complimentary checking to Avon's sub-alpine environment”. The architecture is compatible with other neighboring development with large amounts of stone, wood siding, and timber accents. 2. The design conforms with the Avon Comprehensive Plan and other applicable, adopted plan documents; Staff Response: The site is located in the Riverfront District (District 2 of the Comprehensive Plan), which states, “The District provides access to Beaver Creek Village, U.S. Highway 6, the Eagle River, and the Eagle Valley Trail. Planning and development of this District must incorporate these key assets. River access from this location is infeasible based upon severe grade change between street/sidewalk level and the riverbed. The planning principles listed for District 2 do not directly relate to this property. Runoff management and maintaining a clean Eagle River are achieved with on-site stormwater control by using multiple “hydrodynamic” separator water quality vaults for treatment. 3. Consistency with any previously approved and not revoked subdivision plat, planned development, or any other precedent plan or land use approval for the property as applicable; Staff Response: The Application is predicated on a subdivision application which would dissolve the internal lot line and create individual ground space for each townhouse unit, with common space for driveways, utilities, and landscaping. No other precedent plans or approvals exist for the property. 4. Compliance with all applicable development and design standards set forth in this Code, including but not limited to the provisions in Chapter 7.20, Zone Districts and Official Zoning Map, Chapter 7.24, Use Regulations, and Chapter 7.28, Development Standards; Staff Response: The application demonstrates compliance with Chapter 7.20, Zone Districts and all applicable use standards from Chapter 7.24. While the majority of the Development Standards from Chapter 7.28 are touched upon elsewhere in this report, the Mobility and Connectivity section 7.28.040 is worth noting here. Bus Turn-Outs The Mobility and Connectivity section requires construction of bus turn-outs and shelters where deemed necessary by the Director of Transportation and/or the Town of Avon Comprehensive Transportation Plan. The Transportation Plan contemplates this area for future expansion, but no bus routes have been planned. A bus turn-out and bus shelter location are now included in the plans. The plan calls for the realignment of a portion of sidewalk, which will necessitate an easement on the property for access and future maintenance. The 970-748-4413 mpielsticker@avon.org Page 5 of 7 companion subdivision plan should include an easement for the small section of sidewalk now shown on private property. Construction of these improvements will be a requirement of building permit(s) for building townhomes. Townhouse Design Standards Avon Development Code Section 7.28.090(g), Townhouse Design Standards, is included in its entirety for PZC review: (1) Site Layout: (i) The intent of this Section is to build townhouses with architectural designs that relate buildings to the street and that achieve a harmonious balance between repetition and variety. (ii) Townhouses fronting on a street must all have individual ground-related entries accessible from the street. Configurations where enclosed rear yards back up to a street are prohibited. (iii) Developments must emphasize the individual pedestrian entrances rather than private garages to the extent possible, by enhancing entries with a trellis, small enclosed porch or other architectural features that provides cover for a person entering the unit and a transitional space between outside and inside the dwelling. Staff Response: Each townhome unit include ground-related entries that are protected by roof forms and/or upper level building space extending over the entrances. (2) Driveways and Private Internal Streets. Where townhouse units are served by private internal streets, developments are encouraged to limit the depth of driveways between the streets and the garage wall to deemphasize vehicular access. Staff Response: Driveway depths vary throughout the development and are generally limited to a vehicle car length except for Building 5. Building 5 includes larger expanses of paved driveway areas. The driveway lengths are in compliance with this standard. (3) Common Areas. Townhouse developments with at least six (6) residential units shall provide four hundred (400) square feet of private common area for each unit. This includes landscaped courtyards or decks, front porches, gardens with pathways, children's play areas or other multi-purpose recreational and/or green spaces. Staff Response: Upper-level decks and patios account for all of the “private” common area. The plans meet code requirement of 400 sq. ft. per unit by including decks and small exterior patio spaces on ground level. (4) Building Design: (i) Design the primary facade of each townhouse so it is evident where the unit begins and ends. This can be achieved by repeating the principal architectural elements and subtly varying the offsetting of building walls, choice of materials, parapet height and color. (ii) The composition of a townhouse grouping requires repetition of architectural elements like entries, bays, cornices and parapets. At the same time, visual interest and streetscape diversity are promoted by variation. Townhouse developments shall achieve balance between repetition and variety by employing modulation techniques on individual units such as changing rooflines, building articulation and windows. Staff Response: Individual units are distinguishable and achieved by horizontal offsets of individual units, material breaks, and repeated architectural elements. Some stepping of ridgelines has been introduced to the plans, which further differentiate each individual unit. 5. That the development can be adequately served by city services including but not limited to roads, water, wastewater, fire protection, and emergency medical services; and Staff Response: Utility verification sign-offs were received from all utility entities serving the property, including Eagle River Fire Protection District (ERFPD) and Eagle River Water and Sanitation District (ERWSD). The 970-748-4413 mpielsticker@avon.org Page 6 of 7 ERFPD review letter states satisfaction with either the emergency-only pull-through connection to Eaglebend Drive, or dead-end street layout. An auto turn analysis was created to demonstrate fire apparatus turnaround without driving through to Eaglebend Drive. The ambulance district response was deferential to ERFPD’s review, but noted that some turnaround space at the end of dead end access roads would be preferrable current plans. The utility sign-off from ERWSD states that the district continues to work through water and sewer design with the Engineer for the project. Final sign-off from ERWSD would be a prerequisite to a building permit. 6. The development design conforms with the character of the surrounding community; or, where redevelopment is anticipated, relates the development to the character of Avon as a whole. Staff Response: Community character refers to the distinct identify of a place; the collective impression a neighborhood or town makes on residents and visitors. The Property is located at a crossroad between a well established single-family/duplex subdivision (Eaglebend), and a variety of regional commercial and high-density residential developments of varying age and architectural expressions. The overall character of this development is consistent with other architectural statements by incorporating pitched roofs, natural materials, and mostly native landscaping. McGrady Acres is not a neighborhood in and of itself, however, it blends into the surrounding area and is physically separated and distinct in its location and presence on Post Boulevard. Other development on Post Boulevard is consistent with steep hills between sidewalks and development sites, and native grasses mixed with pine and aspen trees. OPTIONS: PZC has the following options: - Approve as outlined below; - Approve with modified findings and conditions; - Continue application to future meeting pending additional details or studies; or - Deny application after formulating justifiable findings. RECOMMENDED MOTION: “I move to Approve Case #MJR21008, an application for Major Development Plan for McGrady Acres Subdivision, based on the findings and including conditions outlined in Staff’s report.” Findings: 1. The proposed application was reviewed pursuant to §7.16.080, Development Plan, and the design meets the development standards established in the Avon Development Code; 2. The application is complete; 3. The application provides sufficient information to allow the PZC to determine that the application complies with the relevant review criteria; 4. The application complies with the goals and policies of the Avon Comprehensive Plan; 5. The demand for public services or infrastructure exceeding current capacity is mitigated by the application; and 6. The design relates the development to the character of the surrounding community. Conditions: 1. ILCs are required to confirm building height. 2. Approval is contingent upon Town Council approval of Employee Housing Mitigation Plan and Major Subdivision Application. 970-748-4413 mpielsticker@avon.org Page 7 of 7 Thank you, Matt __________________________________________________________________________________________ ATTACHMENTS: A. Update Memo, dated December 14, 2021 B. Schematic Design Plans, dated December 15, 2021 C. Written Public Comments TAB Associates, Inc. The Architectural Balance 0056 Edwards Village Boulevard Su ite 210, Edwards, Colorado 81632 (970) 766-1470 (970) 766-1471 fax www.t abassociates.com tab@vail.net Memo Project: McGrady Acres Project No: 2110 Date: December 14, 2021 RE: Revisions Memo FROM: Warner Hopkins, Project Manager TO: VIA: Matt Pielsticker, TOA mpielsticker@avon.org Remarks: The following is a list of revisions in response to the feedback received at PZC and from neighbors. Site: 1. Revisions to driveways as needed and adding of concrete landing pads at exterior doors to provide a more complete picture of the final building. Landscape: 1. Detailed revisions to plan to include: a. Clarification of existing and new landscaping. Added rendered Landscape plan to further clarify new and existing. b. Additional new landscaping and revision of all native grasses to include mulched areas and other updates, c. Fencing along the cul du sac and public park noted. Split rail is suggested as we believe it maintains a more natural and mountain feel but have also discussed possibly using a metal fence similar in nature and color to the railings on the buildings. We agree with the PZC feedback that a full hight solid fence separating the two neighborhoods would not be appropriate both from a code perspective and from a general community perspective. In addition the park is a public park and blocking public access would be unfair to community members. d. Pass through on west edge noted. This pass through both allows for pedestrian traffic but does not provide vehicle access and requires that alternative transportation methods such as electric bikes slow down and dismount to successfully navigate the access. e. Snow storage numbers updated. f. Update of quantities and calculations. g. Landscape units table added. Exterior Elevations: 1. Continued to revise exterior elevations to address PZ concerns with roof lines, materials and variety. a. More Variety in siding location and colors. b. Added some differing lower roofs for increased variety between units. c. Revised some window patterns between units to provide additional variety and individuality to units. d. Revised roof forms to limit the hipped roof edge look. e. Added rendered colors more representative of the color board materials. f. Added more 3-D renderings from the ground level for clarity of what one might see from ground level versus in a drone. g. We do feel we meet the intent of the Townhome Design Standard – specifically item (I) below. Attachment A Memo Date: December 14, 2021 Project No. 2110 Page - 2 7.28.090-G - Design standards. (4) Building Design: (i) Design the primary facade of each townhouse so it is evident where the unit begins and ends. This can be achieved by repeating the principal architectural elements and subtly varying the offsetting of building walls, choice of materials, parapet height and color. (ii) The composition of a townhouse grouping requires repetition of architectural elements like entries, bays, cornices and parapets. At the same time, visual interest and streetscape diversity are promoted by variation. Townhouse developments shall achieve balance between repetition and variety by employing modulation techniques on individual units such as changing rooflines, building articulation and windows. Roofs: 1. Raised ridge heights as height limits would allow to provide more variety in ridge height. 2. Clarification of hipped roofs and roof well. Although we do gain floor to floor height for living spaces the well was also intended for use of solar panels and possible hidden condensing units. As point of note. With the revisions to the roof forms to address PZ concerns some of the wells have been reduced and thus some solar panels will now have to be mounted on the sloped portions of the roof. Although not a concern since they would most likely be mounted at the same slope they will be visible now. Response to neighbor letter: We appreciate the detailed letter provided by Buz in regards to his concerns. Our responses are in Blue below 1. Do the storm drains have filters to keep contaminants out of the river? If they have filters who maintains them. Response: The drains are designed to code and will be maintained accordingly. This is typically part of the subdivision improvement agreement but as our roads are private our drainage will be as well and the maintenance of any filters or screens will be part of the community maintenance requirement. 2. About the wall behind Building1, I see lots of problems with egress and drainage. How will the residents get out of their homes in an emergency? Does the railroad have an opinion on digging into the slope like that and possibly weakening the integrity of the bank? When, or if, the trains run again the vibrations they create could cause problems, especially in wet weather. Is that wall engineered? There is no provision back there for drainage coming off the tracks and buildings. Response: In an emergency we would assume they will leave via the front door or garage. The wall is designed according to the current engineering standards and will be engineered and installed per code and plan. The drainage plan includes drainage for all buildings as well as drainage that crosses the property as is the standard of urban drainage and design. 3. There is no open space to speak of. I'm personally concerned about where will the residents walk their dogs? If they all go behind Building 6 those folks won't be happy. If they find their way up to the park. we won't be happy, (I'm sure they won't all pick up their poop) that's a lot of units very close to the park. The consensus around here is solid fence would be best. Response: People will walk their dogs along public rights of way. It is the developers hope that adults are responsible for their pets and will pick up their excrement. While we appreciate the concerns of the neighborhood regarding additional foot traffic to the public park and the end of their cul du sac, we agree with PZC that eliminating connectivity between the two neighborhoods would be a disservice to the community as a whole. In addition the park between the two neighborhoods is a public park and therefore blocking access to certain members of the public for the sole benefit of other members of the public would be exclusionary and inappropriate so we are proposing a split rail fence with an access that precludes motorized traffic. Attachment A Memo Date: December 14, 2021 Project No. 2110 Page - 3 4. The driveways seem too short, your average pick-up is 18-20 feet long and I envision them sticking out into the street, even if they bump right up to their garage doors, which they won't. I see parking as an issue all over the development. Response: All of our units have a minimum of a 2 car garage, some have a 3 car garage in addition to visitor parking and parking in driveways so it is unlikely that there will be additional vehicles sticking out into the street. 5. About the massing and rooflines, I feel the mansard roofs are a clumsy way to disguise a box, sorry to be so abrupt but that's basically what's going on. Boxes are a good way to enclose space but not to create pleasing shapes. Response: We have addressed the roofs as best as we can while still maintaining the height limits and preserving the interior spaces desired by end owners 6. Landscaping is pretty sparse. Seems to me there was an impervious surface limit on residential applications, is one applicable here? That's a lot of driveways (short ones), roads and roofs. Response: There is an impervious service limit and the appropriate calculations were done to ensure that the drainage is ample for the impervious surfaces proposed. We are well under Guidelines for impervious maximums and are landscape units far exceed those required. General Comments from the first PZC meeting: We are open to staff suggestions on the park but believe that either providing improvements to the park or funding the improvements through a cash in lieu option while providing the enhanced landscape and fence/limited access to the park is of the best benefit to the adjacent neighborhood. We are unsure who first installed the current fence but it is our intention to include the fence and landscape replacement and upgrade as part of our development We were asked to provide an exhibit on where a bus stop could go, at the time a bus line is created that includes this property a full design will be completed but as far as we have been informed there is no date or timeline for this future bus line at this time so we believe the proposed location and general design outline is sufficient for that request. S:\2110 McGrady Acres - Enclave\02 Proj Info\07 Approval Agencys\01 Design Review Board\2021 1214 Submittal\2021 1214 MCA Revisions Memo.doc Attachment A TAB The Architectural Balance 0056 Edwards Village Blvd. Suite 210 Edwards, CO 81632 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com (970) 766-1470 Seal Civil Engineer Structural Engineer Mechanical Engineer Electrical Engineer Revisions: Issue Dates: Sheet Title: Project No: Sheet No: Associates 12/14/2021 5:54:49 PMC:\Users\warner\Documents\2021 McGrady Site Plan_warner@tabassociates.com.rvtA000 2110McGrady Acres - EnclaveLot 3 and 6, 95 and 96 Post BlvdCover Avon, CO 81620Owner Rev-07/14/21 ToA Rev - 11/16/21 ToA Rev - 12/15/21 Enclave Schematic Design 12/15/21 86 and 95 Post Boulevard Avon, CO 81620 VICINITY MAP - N.T.S. SITE LOCATION BUILDING NORTH TRUE Parcel Numbers: 2103-073-14-012 2103-073-14-009 SHEET LIST Sheet Number Sheet Name A000 Cover C1.1 Demolition Plan C1.2 Site Layout C2.0 Grading and Drainage C2.1 Drive Profiles C3.0 Utility Plan C3.1 Utility plan C4.0 Shallow Utility C5.0 Erosion Control A111 Landscape and Irrigation Plan A111R Rendered Landscape Plan A112 Landscape Notes A113 Building Height Exhibit A211 Building 1 Lower and Middle Level Plans A212 Building 1 Upper and Roof Plans A213 Building 1 Exterior Elevations A214 Building 1 3D Views A221 Building 2 Lower and Middle Level Plans A222 Building 2 Upper and Roof Plans A223 Building 2 Exterior Elevations A224 Building 2 3D Views A231 Building 3 Lower and Middle Level Plans A232 Building 3 Upper and Roof Plans A233 Building 3 Exterior Elevations A234 Building 3 3D Views A241 Building 4 Lower and Middle Level Plans A242 Building 4 Upper and Roof Plans A243 Building 4 Exterior Elevations A244 Building 4 3D Views A251 Building 5 Lower and Middle Level Plans A252 Building 5 Upper and Roof Plans A253 Building 5 Exterior Elevations A254 Building 5 Exterior Elevations A255 Building 5 3D Views A261 Building 6 Lower and Middle Plans A262 Building 6 Upper and Roof Plans A263 Building 6 Exterior Elevations A264 Building 6 3D Views A511 Details A521 Details Zoning Requirements Zone District -NC Lot Size -3.347 Acres (145,799.7 S.F.) Lot Frontage -521' -0 7/8" Setbacks (Front -5'min, Side -0' min, Rear -20' min) Building Height -38' Max Number of Dwelling Units -25 Max Gross Floor Area -NA (Residential) Proposed Site Coverage by all Primary and Accessory Structures -42,812.7 Site Coverage by all Parking/Roads -29,113.7 Site Coverage by all Landscaping -75,735 Total (34,671.7 new) Parking Spaces (Enclosed/Surface, Handicap/Standard) - 4 spots in each 3 bed unit (2 Enclosed, 2 surface) 5 spots in each 4 bed unit (3 Enclosed, 2 surface) Land area per Dwelling Unit -6,074.98 SF/Unit (145,799.7/24) Open Space per Dwelling Unit -3155.6 Landscaped Open Space per Dwelling Unit -3155.6 Number of Bicycle Parking Spots (Unknown) Solar ready areas are located on the flat roof section of each roof 533 SF min/unit Radon piping/exhaust from below foundation to above the roof typical in each unit No Description Date Names and Addresses Current Owner Traer Creek -RP LLC 0101 Fawcett Road Ste 210 Avon, CO 81620 970-390-8621 marcuslindholm@traercreek.com Applicant/Developer Eagle-River, LLC 8480 E Orchard Rd Ste 1100 Greenwood Village, CO 80111 720-840-3289 mcmillen.andrea@gmail.com Architect TAB Associates, Inc 56 Edwards Village Blvd Suite 210 Edwards CO 81632 970-766-1470 Warner Hopkins x111 warner@tabassociates.com Greg Macik x107 greg@tabassociates.com Civil Engineer Alpine Engineering Inc Matt Wadey 970-926-3373 wadey@alpinecivil.com A121 SHEET LIST Sheet Number Sheet Name A000 Cover C1.1 Demolition Plan C1.2 Site Layout C1.3 Vehicle Turning A121 A112 21,388 36,213 76,446.3 (35,383 new) 1 1/2"LEGENDLEGENDTABThe Architectural Balance0056 Edwards Village Blvd.Suite 210Edwards, CO 8132fax: (970) 766-1471email: tab@vail.netwww.tabassociates.com(970) 766-1470Civil EngineerStructural EngineerMechanical EngineerElectrical EngineerRevisions:Issue Dates:Sheet Title:Project No:Sheet No:AssociatesAlpine Engineering970-926-3373xxMCGRADY ACRES 86 Post Boulevard Avon, CO, 81620No Description DateENGINEERING INC.34510 HWY 6 I UNIT A9 I PO BOX 97EDWARDS CO 81632 I 970.926.3373WWW.ALPINECIVIL.COM07/30/21 - MDP12/15/21 - resubmitalC1.3VehicleTurningO:\Avon\McGrady Acres- 2021\dwg\Master\Autoturn- McGrady.dwg, 12/15/2021 8:24:26 AM, AutoCAD PDF (High Quality Print).pc3 3" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "3" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"4" / 1 ' - 0 "8" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"E Q EQ 4' - 9"4' - 9"EQEQEQEQEQEQEQEQEQEQEQEQEQEQ6' - 0 " 6' - 0 " 2' - 0 "EQEQ6' - 9 5/8"6' - 9 5/8"6' - 9 5/8"EQEQ1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 "8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"6" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1'-0"1' - 6"1' - 6"8" / 1'-0"8" / 1'-0 "6" / 1'-0"6" / 1'-0"4" / 1'-0 "6" / 1'-0"6" / 1'-0"8" / 1'-0 "4" / 1'-0"8" / 1'-0"4" / 1'-0"8" / 1'-0 "8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0 " 8" / 1'- 0 "8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'- 0 "8" / 1 ' -0 "8" / 1'-0"6" / 1 ' -0 "6" / 1 ' -0 "4" / 1'-0"6" / 1 ' -0 "6" / 1 ' -0 "8" / 1'-0"8" / 1 ' -0 "8" / 1'-0"8" / 1 ' -0 "8" / 1 ' -0 "8" / 1 ' -0 "8" / 1'-0"8" / 1 ' -0 "8" / 1'-0"8" / 1 ' -0 "8" / 1 ' -0 "8" / 1 ' -0 "8" / 1'-0"R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-122' - 7 1 / 2 " 5 197/2 5 6 " 7' - 6" 4' - 5 1/ 2 " 11' - 11 1 / 2 "10" / 1'-0"10" / 1'-0"10" / 1'-0"10" / 1'-0"10" / 1'-0"10" / 1'-0"10" / 1'-0"10" / 1'-0"8" / 1'-0"8" / 1'-0"6" / 1'-0"6" / 1'-0"4" / 1'-0"8" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"6" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-16" / 1'-0"1' - 6 " 8' - 2 1 / 2 " 3' - 0 " RO O F B E L O W R O O F B E L O W LE V E L A B O V E RO O F B E L O W LE V E L A B O V E LE V E L A B O V E DE C K A B O V E RO O F A B O V E DE C K A B O V E R O O F A B O V E RO O F A B O V E R O O F A B O V E DE C K A B O V E DE C K A B O V E 8" / 1 ' - 0 "8" / 1'-0"8" / 1'-0"6" / 1 ' - 0 " 6" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"6" / 1 ' - 0 " 6" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"6" / 1 ' - 0 " 6" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1'-0"8" / 1 ' - 0 " 6" / 1 ' - 0 " 6" / 1 ' - 0 " 8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 " 6" / 1 ' - 0 " 6" / 1 ' - 0 " 8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 " 6" / 1 ' - 0 " 6" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 " 8" / 1 ' - 0 "R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-16" / 1 ' - 0 " 6" / 1 ' - 0 "R-1R-1R O O F A B O V E R O O F A B O V E R O O F A B O V E R O O F A B O V E R O O F A B O V E R O O F A B O V E R O O F B E L O W R O O F B E L O W 3' - 0"ROOF ABOVEROOF ABOVEROOF BELOWROOF ABOVEROOF ABOVEROOF ABOVEROOF ABOVEROOF BELOWDECK ABOVEDECK ABOVEDECK ABOVEDECK ABOVE21' - 9 3 / 4 " 5' - 3 1 / 4 " 12' - 9 1 / 4 "8" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"4" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"6" / 1'-0"6" / 1'-0"6" / 1'-0"6" / 1'-0"R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-18" / 1 ' - 0 " 8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "R-1R-1R-1R-1R-13' - 0"ROOF ABOVEROOF ABOVEROOF BELOWROOF ABOVEROOF ABOVEROOF ABOVEROOF ABOVEROOF BELOWDECK ABOVEDECK ABOVEDECK ABOVEDECK ABOVE21' - 9 3 / 4 " 5' - 3 1 / 4 " 12' - 9 1 / 4 "8" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"4" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"6" / 1'-0"6" / 1'-0"6" / 1'-0"6" / 1'-0"R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-18" / 1 ' - 0 " 8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "R-1R-1R-1R-1R-1 CLOSET NOTES: SINGLE HANGING: DESIGNATED BY SINGLE DASHED LINE IN CLOSETS TO BE: 16" SHELF @ 7'-0" AFF, 16" SHELF & ROD @ 5'-6" AFF. DOUBLE HANGING: DESIGNATED BY DOUBLE DASHED LINE IN CLOSETS TO BE: 16" SHELF & ROD @ 7'-0" AFF, 12" SHELF & ROD @ 3'-6" AFF. SHELVES @ WALK-IN CLOSETS: 6 - 16" SHELVES @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, SHELF WIDTH TO BE CLOSET WIDTH, LESS 4'-0" OR AS OTHERWISE INDICATED. LINEN SHELVES: 6 SHELVES, WIDTH AS NOTED, @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, FULL CLOSET WIDTH. STORAGE SHELVES: 6 - 16" SHELVES @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, FULL CLOSET WIDTH. GENERAL CLOSET NOTES: 1. ALL SHELVES & VERTICAL DIVIDERS TO BE AC PLYWOOD WITH 1x2 EDGE. SPECIES TO BE SPECIFIED BY DEVELOPER. 2. CLEATS TO BE 1x2 CLEAR PINE. 3. PROVIDE ROD SUPPORTS @ 36" OC MAX. 4. ALL TO BE STAINED TO MATCH CASE & BASE. 2 3 4 1 5 FLOOR PLAN GENERAL NOTES: 1. PATCH EXISTING CONSTRUCTION SCHEDULED TO REMAIN. REPAIRED SURFACES TO BE FLUSH WITH ADJACENT FINISH SURFACES. TO SAME QUALITY AS NEW CONSTRUCTION PRIOR TO INSTALLING NEW FINISHES. REFER TO THE FINISH MANUFACTURER'S GUIDELINES FOR INSTALLATION. 2. PATCH EXISTING FIRE-RATED WALLS, FLOOR CEILINGS, ETC. SO AS TO MAINTAIN THE FIRE- RADIATING. ADD FIRE-SMOKE DAMPERS WHERE NEW DUCTS CROSS. ADD FIRE STOP AT ALL 3. PATCH WALLS AT REMOVED RECEPTACLE OPENINGS SO AS TO RECEIVE SUBSEQUENT WORK. 4. PATCH AND LEVEL FLOOR SUBSTRATES TO RECEIVE NEW WORK AS SCHEDULED. 5. COORDINATE ALL FLOOR CORE DRILLING WITH EXISTING. 6. DO NOT SCALE DRAWINGS. 7. IN ROOMS WITH FLOOR DRAINS, SLOPE CONCRETE SURFACE WITHIN 18" RADIUS AT 1/4" PER FOOT TOWARD FLOOR DRAIN, UNLESS OTHERWISE INDICATED. 8. ALL SPOT ELEVATIONS SHOWN ON THE FLOOR PLANS OUTSIDE THE BUILDING RELATE TO USGS ELEVATIONS. ALL SPOT ELEVATIONS INSIDE THE BUILDING REFER TO BUILDING REFERENCE ELEVATIONS. NOTIFY ARCHITECT IMMEDIATELY SHOULD CONDITIONS BE FOUND CONTRADICTORY TO THESE DRAWINGS. 9. ALL ANGLES SHOWN ON THE FLOOR PLANS ARE 90 DEGREES UNLESS OTHERWISE NOTED. 10. ALL DIMENSIONS ARE TO GRID LINE, FACE OF CONCRETE OR MASONRY, OR FACE OF GYPSUM BOARD, UNLESS OTHERWISE NOTED. 11. ALL FLOOR PLAN DIMENSIONS TO MASONRY ARE NOMINAL DIMENSIONS, UNLESS NOTED AS ACTUAL. 12. "TB" NEW CORK TACKBOARDS OR "MB" NEW MARKERBOARDS 13. PROVIDE EXIT DOOR NUMBERS PER DOOR SIGNAGE SHEET AT ALL EXIT DOORS.A213 2 A213 3 A213 1 A213 4 LOWER LEVEL 100'-0" (7512.5') LOWER LEVEL 100'-0" (7513.4') LOWER LEVEL 100'-0" (7514.2') LOWER LEVEL 100'-0" (7514.7')2' - 3"2' - 3"2' - 3"2' - 3"2' - 3"2' - 3"2' - 3"2' - 3" ROOF ABOVE DECK ABOVE DECK ABOVE LEVEL ABOVE DECK ABOVE LEVEL ABOVE DECK ABOVE ROOF ABOVE LEVEL ABOVE LEVEL ABOVE LEVEL ABOVE LEVEL ABOVE ROOF ABOVEENTRY 105 UP 2 CAR GARAGE 123 MECHANICAL 124 STORAGE 125 B B B +9' +9' +9' ELEVATOR OPTION ENTRY 105 UP 2 CAR GARAGE 123 MECHANICAL 124 STORAGE 125 B B B +9' +9' +9' ELEVATOR OPTION 2-CAR GARAGE 127 1-CAR GARAGE 128 MECHANICAL 129 FAMILY ROOM 130 ENTRY 131 BATH 132 BB B +9'+9' +9' ELEVATOR OPTION UP 2-CAR GARAGE 127 1-CAR GARAGE 128 MECHANICAL 129 FAMILY ROOM 130 ENTRY 131 BATH 132 B B B +9'+9' +9' ELEVATOR OPTION UP B1/8"=1'-0" BAR SCALE A213 2 A213 3 A213 1 A213 4 MIDDLE BEDS 111'-0" (7523.5') MIDDLE BEDS 111'-0" (7524.4') MIDDLE BEDS 111'-0" (7525.2') MIDDLE BEDS 111'-0" (7525.7') DECK ABOVE LEVEL ABOVE DECK ABOVE ROOF ABOVE DECK ABOVE ROOF ABOVE DECK ABOVE LEVEL ABOVE ROOF ABOVE DECK ABOVE ROOF ABOVE ROOF ABOVE DECK ABOVE ROOF ABOVE ROOF BELOW ROOF BELOW ROOF BELOWMASTER BED 108 MASTER CLOSET 107 LAUNDRY 109 BEDROOM 111 BEDROOM 113 MASTER BATH 106 BATH 112 BATH 120 DN UP B+9' ELEVATOR OPTION MASTER BED 108 MASTER CLOSET 107 LAUNDRY 109 BEDROOM 111 BEDROOM 113 MASTER BATH 106 BATH 112 BATH 120 DN UP B+9' ELEVATOR OPTION MASTER BATH 108 MASTER CLOSET 109 MASTER BED 110 BEDROOM 111 LAUNDRY 112 BATH 113 BATH 114 BEDROOM 115 BEDROOM 116 B+9' ELEVATOR OPTION UP DN MASTER BATH 108 MASTER CLOSET 109 MASTER BED 110 BEDROOM 111 LAUNDRY 112 BATH 113 BATH 114 BEDROOM 115 BEDROOM 116 B+9' ELEVATOR OPTION UPDN TAB The Architectural Balance 0056 Edwards Village Blvd. Suite 210 Edwards, CO 81632 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com (970) 766-1470 Seal Civil Engineer Structural Engineer Mechanical Engineer Electrical Engineer Revisions: Issue Dates: Sheet Title: Project No: Sheet No: Associates NOTES: A211 2110McGrady Acres - EnclaveLot 3 and 6, 95 and 96 Post BlvdBuilding 1 Lower and Middle Level Plans Avon, CO 81620Owner Rev-07/14/21 ToA Rev - 11/16/21 ToA Rev - 12/15/21 No Description Date 1/8" = 1'-0"A211 1 BUILDING 1 - LOWER GARAGE BUILDING NORTH T R U E 1/8" = 1'-0"A211 2 BUILDING 1 - MIDDLE BEDS DWREF DWREF REFDW DW REFDWDW A213 2 A213 3 A213 1 A213 4 UPPER LIVING 122'-0" (7534.5') UPPER LIVING 122'-0" (7535.4') UPPER LIVING 122'-0" (7536.2') UPPER LIVING 122'-0" (7536.7') ROOF ABOVE ROOF ABOVE ROOF ABOVE ROOF ABOVE ROOF ABOVE ROOF BELOW ROOF BELOW ROOF BELOW ROOF BELOW ROOF BELOW ROOF BELOW KITCHEN 117 DINING 118 OFFICE 114 POWDER 115 LIVING 119 FP DN B+9' ELEVATOR OPTION KITCHEN 117 DINING 118 OFFICE 114 POWDER 115 LIVING 119 FP DN B+9' ELEVATOR OPTION POWDER 118 LIVING ROOM 120 OFFICE 121 KITCHEN 119 DINING ROOM 122 FP B+9'B+9' ELEVATOR OPTION DN POWDER 118 LIVING ROOM 120 OFFICE 121 KITCHEN 119 DINING ROOM 122 FP B+9'B+9' ELEVATOR OPTION DN A213 2 A213 3 A213 1 A213 4 ROOF PLAN 136'-6" (7549.0') ROOF PLAN 136'-6" (7549.9') ROOF PLAN 136'-6" (7551.2') ROOF PLAN 136'-6" (7550.7') 3" / 1'-0" 8" / 1'-0" 8" / 1'-0"8" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1'-0"6" / 1'-0" 6" / 1'-0" 8" / 1'-0" 3" / 1'-0" 6" / 1'-0"6" / 1'-0"8" / 1'-0"6" / 1'-0"6" / 1'-0"6" / 1'-0"6" / 1'-0"6" / 1'-0"4" / 1'-0"8" / 1'-0"8" / 1'-0"6" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"6" / 1'-0"8" / 1'-0" SOLAR PANEL AREA 80 SF SOLAR PANEL AREA 220 SF SOLAR PANEL AREA 100 SF SOLAR PANEL AREA 80 SF SOLAR PANEL AREA 120 SF AC PAD AC PAD AC PAD AC PAD SOLAR PANEL AREA 150 SF SOLAR PANEL AREA 80 SF SOLAR PANEL AREA 80 SF SOLAR PANEL AREA 100 SF SOLAR PANEL AREA 240 SF R-2 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1R-1R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-2 R-1 R-1 R-1 1/8"=1'-0" BAR SCALE CLOSET NOTES: SINGLE HANGING: DESIGNATED BY SINGLE DASHED LINE IN CLOSETS TO BE: 16" SHELF @ 7'-0" AFF, 16" SHELF & ROD @ 5'-6" AFF. DOUBLE HANGING: DESIGNATED BY DOUBLE DASHED LINE IN CLOSETS TO BE: 16" SHELF & ROD @ 7'-0" AFF, 12" SHELF & ROD @ 3'-6" AFF. SHELVES @ WALK-IN CLOSETS: 6 - 16" SHELVES @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, SHELF WIDTH TO BE CLOSET WIDTH, LESS 4'-0" OR AS OTHERWISE INDICATED. LINEN SHELVES: 6 SHELVES, WIDTH AS NOTED, @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, FULL CLOSET WIDTH. STORAGE SHELVES: 6 - 16" SHELVES @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, FULL CLOSET WIDTH. GENERAL CLOSET NOTES: 1. ALL SHELVES & VERTICAL DIVIDERS TO BE AC PLYWOOD WITH 1x2 EDGE. SPECIES TO BE SPECIFIED BY DEVELOPER. 2. CLEATS TO BE 1x2 CLEAR PINE. 3. PROVIDE ROD SUPPORTS @ 36" OC MAX. 4. ALL TO BE STAINED TO MATCH CASE & BASE. 2 3 4 1 5 FLOOR PLAN GENERAL NOTES: 1. PATCH EXISTING CONSTRUCTION SCHEDULED TO REMAIN. REPAIRED SURFACES TO BE FLUSH WITH ADJACENT FINISH SURFACES. TO SAME QUALITY AS NEW CONSTRUCTION PRIOR TO INSTALLING NEW FINISHES. REFER TO THE FINISH MANUFACTURER'S GUIDELINES FOR INSTALLATION. 2. PATCH EXISTING FIRE-RATED WALLS, FLOOR CEILINGS, ETC. SO AS TO MAINTAIN THE FIRE- RADIATING. ADD FIRE-SMOKE DAMPERS WHERE NEW DUCTS CROSS. ADD FIRE STOP AT ALL 3. PATCH WALLS AT REMOVED RECEPTACLE OPENINGS SO AS TO RECEIVE SUBSEQUENT WORK. 4. PATCH AND LEVEL FLOOR SUBSTRATES TO RECEIVE NEW WORK AS SCHEDULED. 5. COORDINATE ALL FLOOR CORE DRILLING WITH EXISTING. 6. DO NOT SCALE DRAWINGS. 7. IN ROOMS WITH FLOOR DRAINS, SLOPE CONCRETE SURFACE WITHIN 18" RADIUS AT 1/4" PER FOOT TOWARD FLOOR DRAIN, UNLESS OTHERWISE INDICATED. 8. ALL SPOT ELEVATIONS SHOWN ON THE FLOOR PLANS OUTSIDE THE BUILDING RELATE TO USGS ELEVATIONS. ALL SPOT ELEVATIONS INSIDE THE BUILDING REFER TO BUILDING REFERENCE ELEVATIONS. NOTIFY ARCHITECT IMMEDIATELY SHOULD CONDITIONS BE FOUND CONTRADICTORY TO THESE DRAWINGS. 9. ALL ANGLES SHOWN ON THE FLOOR PLANS ARE 90 DEGREES UNLESS OTHERWISE NOTED. 10. ALL DIMENSIONS ARE TO GRID LINE, FACE OF CONCRETE OR MASONRY, OR FACE OF GYPSUM BOARD, UNLESS OTHERWISE NOTED. 11. ALL FLOOR PLAN DIMENSIONS TO MASONRY ARE NOMINAL DIMENSIONS, UNLESS NOTED AS ACTUAL. 12. "TB" NEW CORK TACKBOARDS OR "MB" NEW MARKERBOARDS 13. PROVIDE EXIT DOOR NUMBERS PER DOOR SIGNAGE SHEET AT ALL EXIT DOORS. ROOF FINISH LEGEND NOTES: 1. HATCHED AREAS INDICATE OVERBUILT ROOF & CRICKETS, RE: STRUCTURAL 2. ALL GUTTERS & DOWNSPOUTS TO RECEIVE HEAT TAPE FOR ENTIRE LENGTH, RE: DIAGRAM ON ELECTRICAL PLANS 3. T.O. RIDGE ELEVATIONS GIVEN AT TOP OF ROOF SHEATHING 4. CONTRACTOR TO VERIFY CHIMNEY DIMENSIONS WITH FIREPLACE MANUFACTURERS' REQUIREMENTS R-1 TAMKO ASPHALT SHINGLES, HERITAGE PREMIUM, COLOR: NATURAL TIMBER R-2 COPPER STANDING SEAM ROOF SEE SYSTEM NOTES SHEET A0.1 COPPER FLASHING, GUTTERS, AND DOWNSPOUTS OVERHANGS ARE 2'-0" FROM FACE OF FRAMING TYP. U.N.O. CHIMNEY CAP - 6" SANDSTONE CAP ROOF BEAMS - ROUGH SAWN TIMBER TAB The Architectural Balance 0056 Edwards Village Blvd. Suite 210 Edwards, CO 81632 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com (970) 766-1470 Seal Civil Engineer Structural Engineer Mechanical Engineer Electrical Engineer Revisions: Issue Dates: Sheet Title: Project No: Sheet No: Associates NOTES: A212 2110McGrady Acres - EnclaveLot 3 and 6, 95 and 96 Post BlvdBuilding 1 Upper and Roof Plans Avon, CO 81620Owner Rev-07/14/21 ToA Rev - 11/16/21 ToA Rev - 12/15/21 No Description Date 1/8" = 1'-0"A212 1 BUILDING 1 - UPPER LIVING 1/8" = 1'-0"A212 2 BUILDING 1 - ROOF PLAN BUILDING NORTH T R U E EXTERIOR MATERIAL LEGEND: X-1 DAVINCI SYNTHETIC SHAKES X-2 1X10 WOOD LAP SIDING X-3 NEW DRY STACK BROWN MOSSROCK R-1 DAVINCI SYNTHETIC SHAKES, R-2 BERRIDGE TEE-PANEL STANDING SEAM METAL ROOF, BERRIDGE DARK BRONZE KYNAR 500 CORNER TRIM - 3X6 AND 3X8 RS WD FASCIA 2X8 RS WD OVER 2X8 RS WD COIL COATED METAL FLASHING, GUTTERS AND DOWNSPOUTS RS WD TIMBERS 6X10 RS WD HEADERS IN STONE WALLS 3X8 RS WD HEADERS IN WOOD WALLS 3X4 RS WD WINDOW TRIM IN WOOD LOWER GARAGE 0'-0" (7512.5) MIDDLE BEDS 11'-0" (7523.5) UPPER LIVING 22'-0 (7534.5) T.O. ROOF 37'-6" (7550.0) LOWER GARAGE 0'-0" (7514.7) MIDDLE BEDS 11'-0" (7525.7) UPPER LIVING 22'-0 (7536.7) T.O. ROOF 37'-6" (7552.2) EXISTING GRADE PROPOSED GRADE EXISTING GRADE MAX BUILDING HEIGHT X-2 R-2 X-3 X-2 X-1 R-1 X-3 X-3 X-3 X-2 X-1 R-1 R-1 X-3 X-3 X-1 X-2 X-2 R-1 X-2 X-2 ? X-3X-1 X-3 6 " / 1 '-0 "6" / 1'-0"8" / 1'-0"6 " / 1 '-0 " 6" / 1'-0"6" / 1'-0"6 " / 1 '-0 " 6" / 1'-0"4" / 1'-0"8 " / 1 '-0 "8" / 1'-0" L L L L 37' - 6"PROPOSED GRADE MAX BUILDING HEIGHT EXISTING GRADE PROPOSED GRADE EXISTING GRADE MAX BUILDING HEIGHT LOWER GARAGE 0'-0" (7512.5) MIDDLE BEDS 11'-0" (7523.5) UPPER LIVING 21'-0 (7533.5) T.O. ROOF 37'-6" (7550.0) LOWER GARAGE 0'-0" (7514.7) MIDDLE BEDS 11'-0" (7525.7) UPPER LIVING 21'-0 (7535.7) T.O. ROOF 37'-6" (7552.2) L L L L L L L L L L X-2 X-3 X-1 X-1 R-2 R-1 X-2 X-2 X-3X-3 X-1 R-2 X-1 R-1 R-1 X-2 X-2 X-3 X-2 X-3 X-1 R-1R-1 8" / 1'-0" 8" 1'-0" 3 " / 1 '-0 "8" / 1'-0"6" / 1'-0"8" / 1'-0"6 " / 1 '-0 "6 " / 1 '-0 "6" / 1'-0"8 " / 1 '-0 "3" / 1'-0" 8" / 1'-0" 1 0" / 1'-0"10" / 1'-0"10" / 1'-0"1 0" / 1'-0"3" / 1'-0"3" / 1'-0"8" / 1'-0" L L L L 37' - 6"PROPOSED GRADE MAX BUILDING HEIGHT LOWER GARAGE 0'-0" (7513.5) MIDDLE BEDS 11'-0" (7514.5) UPPER LIVING 22'-0 (7535.5) T.O. ROOF 37'-6" (7551.0) EXISTING GRADE PROPOSED GRADE EXISTING GRADE MAX BUILDING HEIGHT (NEAR UNIT ONLY L R-2 R-1 X-1 X-2 X-2 X-3X-3 R-1 X-1 X-38" / 1'-0"3" / 1'-0"10" / 1'-0"3 " / 1 '-0 " X-1 L PROPOSED GRADE MAX BUILDING HEIGHT (NEAR UNIT ONLY LOWER GARAGE 0'-0" (7514.7) MIDDLE BEDS 11'-0" (7525.7) UPPER LIVING 22'-0 (7536.7) T.O. ROOF 37'-6" (7552.2) EXISTING GRADE PROPOSED GRADE EXISTING GRADE MAX BUILDING HEIGHT L X-2 X-3 X-3 X-1X-1 R-1 R-1 R-2 6" / 1'-0"3" / 1'-0" 3 " / 1 '-0 "10" / 1'-0"L L X-1 PROPOSED GRADE MAX BUILDING HEIGHT 1/8"=1'-0" BAR SCALE EXTERIOR ELEVATION GENERAL NOTES: 1. EXTERIOR FINISHES INDICATED ON ELEVATIONS SEE "EXTERIOR MATERIAL LEGEND" FOR MATERIALS. 2. RFERENCE ROOF PLAN FOR LOCATIONS OF ROOF COMPONENETS NOT INDICATED ON EXTERIOR ELEVATIONS. 3. REFER TO MEP AND STRUCTURAL DRAWINGS FOR ANY ADDITIONAL WORK. 4. ASSUME ALL PAINTED SURFACES WILL BE REPAINTED. THIS INCLUDES BUT IS NOT LIMITED TO: DOORS, DOOR FRAMES, WINDOW FRAMES, AND HEADERS, CEILINGS, HANDRAILS, EXPOSED MECHANICAL, CMU ACCENTS, SOFFITS, STRUCTURAL BEAMS, AND ETC. 5. PROVIDE ALLOWANCE TO SEAL AND CAULK VARIOUS WALL PENERTRATIONS ANS HOLES AROUND EXTERIOR PERIMETER OF BUIDLING, SIMILAR AREAS SUCH AS HOSE BIBS, PIPES, ETC. 6. PROVIDE ALLOWANCE TO REVIEW ALL EXPOSED ELECTRICAL CONDUIT TO DETERMINE FEASIBILITY TO REMOVE OR RELOCATE. INCLUDE IN ALLOWANCE LABOR AND MATERIALS TO REMOVE OR RELOCATE. 7. SEE CIVIL PLANS FOR NOTE TO RESEAL ALL HORIZONTAL CONCRETE AND ASPHALT JOINTS AT BUILDING. 8. WHEN A PORTION OF A WALL IS PAINTED ASSUME THE ENTIRE WALL IS PAINTED TO INSIDE OR OUTSIDE CORNERS. 9. DO NOT SCALE DRAWINGS. 10. ALL ANGLES SHOWN ON THE FLOOR PLANS ARE 90 DEGREES UNLESS NOTED OTHERWISE. TAB The Architectural Balance 0056 Edwards Village Blvd. Suite 210 Edwards, CO 81632 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com (970) 766-1470 Seal Civil Engineer Structural Engineer Mechanical Engineer Electrical Engineer Revisions: Issue Dates: Sheet Title: Project No: Sheet No: Associates NOTES: A213 2110McGrady Acres - EnclaveLot 3 and 6, 95 and 96 Post BlvdBuilding 1 Exterior ElevationsAvon, CO 81620Owner Rev-07/14/21 ToA Rev - 11/16/21 ToA Rev - 12/15/21 No Description Date 1/8" = 1'-0"A213 1 BUILDING 1 - NORTH 1/8" = 1'-0"A213 2 BUILDING 1 - SOUTH 1/8" = 1'-0"A213 3 BUILDING 1 - WEST 1/8" = 1'-0"A213 4 BUILDING 1 - EAST TAB The Architectural Balance 0056 Edwards Village Blvd. Suite 210 Edwards, CO 81632 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com (970) 766-1470 Seal Civil Engineer Structural Engineer Mechanical Engineer Electrical Engineer Revisions: Issue Dates: Sheet Title: Project No: Sheet No: Associates 12/14/2021 5:55:07 PMC:\Users\warner\Documents\2021 McGrady Site Plan_warner@tabassociates.com.rvtA214 2110McGrady Acres - EnclaveLot 3 and 6, 95 and 96 Post BlvdBuilding 1 3D Views Avon, CO 81620Owner Rev-07/14/21 ToA Rev - 11/16/21 ToA Rev - 12/15/21 A214 2 Building 1 Street View NE A214 1 Building 1 Street View NW A214 4 Building 1 Street View SE A214 3 Building 1 Street View SW No Description Date A2231A2234A2232A2233LOWER LEVEL 100'-0" (7514.9') LOWER LEVEL 100'-0" (7514.4') LOWER LEVEL 100'-0" (7513.5') LOWER LEVEL 100'-0" (7513.5') ROOF ABOVE LEVEL ABOVE ROOF ABOVE LEVEL ABOVE ROOF ABOVE LEVEL ABOVE DECK ABOVELEVEL ABOVE LEVEL ABOVE DECK ABOVE LEVEL ABOVE DECK ABOVE LEVEL ABOVE DECK ABOVE 2-CAR GARAGE 102 1-CAR GARAGE 103 MECHANICAL 105 FAMILY ROOM 106 ENTRY 107 BATH 104 B B B+9' +9'+9' ELEVATOR OPTION UP 2 CAR GARAGE 102 MECHANICAL 103 STORAGE 104 ENTRY 105 UP B B B +9' +9' +9' ELEVATOR OPTION2 CAR GARAGE 102 MECHANICAL 103 STORAGE 104 ENTRY 105 UP B B B +9' +9' +9' ELEVATOR OPTION ENTRY 105 UP 2 CAR GARAGE 123 MECHANICAL 124 STORAGE 125 B B B +9' +9' +9' ELEVATOR OPTION A2231A2234A2232A2233MIDDLE BEDS 111'-0" (7525.9') MIDDLE BEDS 111'-0" (7525.4') MIDDLE BEDS 111'-0" (7524.5') MIDDLE BEDS 111'-0" (7524.5') 1' - 6" 3' - 0" ROOF BELOW ROOF BELOW LEVEL ABOVEROOF BELOW LEVEL ABOVE LEVEL ABOVE DECK ABOVE ROOF ABOVE DECK ABOVE ROOF ABOVE ROOF ABOVE ROOF ABOVE DECK ABOVE DECK ABOVE MASTER BATH 108 MASTER CLOSET 109 MASTER BED 110 BEDROOM 111 LAUNDRY 112 BATH 113 BATH 114 BEDROOM 115 BEDROOM 116 B+9' ELEVATOR OPTION DN UP MASTER BED 108 MASTER CLOSET 107 LAUNDRY 109 BEDROOM 111 BEDROOM 113 MASTER BATH 106 BATH 112 BATH 120 DN UP B+9' ELEVATOR OPTION MASTER BED 108 MASTER CLOSET 107 LAUNDRY 109 BEDROOM 111 BEDROOM 113 MASTER BATH 106 BATH 112 BATH 120 DN UP B+9' ELEVATOR OPTION MASTER BED 108 MASTER CLOSET 107 LAUNDRY 109 BEDROOM 111 BEDROOM 113 MASTER BATH 106 BATH 112 BATH 120 DN UP B+9' ELEVATOR OPTION 1/8"=1'-0" BAR SCALE CLOSET NOTES: SINGLE HANGING: DESIGNATED BY SINGLE DASHED LINE IN CLOSETS TO BE: 16" SHELF @ 7'-0" AFF, 16" SHELF & ROD @ 5'-6" AFF. DOUBLE HANGING: DESIGNATED BY DOUBLE DASHED LINE IN CLOSETS TO BE: 16" SHELF & ROD @ 7'-0" AFF, 12" SHELF & ROD @ 3'-6" AFF. SHELVES @ WALK-IN CLOSETS: 6 - 16" SHELVES @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, SHELF WIDTH TO BE CLOSET WIDTH, LESS 4'-0" OR AS OTHERWISE INDICATED. LINEN SHELVES: 6 SHELVES, WIDTH AS NOTED, @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, FULL CLOSET WIDTH. STORAGE SHELVES: 6 - 16" SHELVES @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, FULL CLOSET WIDTH. GENERAL CLOSET NOTES: 1. ALL SHELVES & VERTICAL DIVIDERS TO BE AC PLYWOOD WITH 1x2 EDGE. SPECIES TO BE SPECIFIED BY DEVELOPER. 2. CLEATS TO BE 1x2 CLEAR PINE. 3. PROVIDE ROD SUPPORTS @ 36" OC MAX. 4. ALL TO BE STAINED TO MATCH CASE & BASE. 2 3 4 1 5 FLOOR PLAN GENERAL NOTES: 1. PATCH EXISTING CONSTRUCTION SCHEDULED TO REMAIN. REPAIRED SURFACES TO BE FLUSH WITH ADJACENT FINISH SURFACES. TO SAME QUALITY AS NEW CONSTRUCTION PRIOR TO INSTALLING NEW FINISHES. REFER TO THE FINISH MANUFACTURER'S GUIDELINES FOR INSTALLATION. 2. PATCH EXISTING FIRE-RATED WALLS, FLOOR CEILINGS, ETC. SO AS TO MAINTAIN THE FIRE- RADIATING. ADD FIRE-SMOKE DAMPERS WHERE NEW DUCTS CROSS. ADD FIRE STOP AT ALL 3. PATCH WALLS AT REMOVED RECEPTACLE OPENINGS SO AS TO RECEIVE SUBSEQUENT WORK. 4. PATCH AND LEVEL FLOOR SUBSTRATES TO RECEIVE NEW WORK AS SCHEDULED. 5. COORDINATE ALL FLOOR CORE DRILLING WITH EXISTING. 6. DO NOT SCALE DRAWINGS. 7. IN ROOMS WITH FLOOR DRAINS, SLOPE CONCRETE SURFACE WITHIN 18" RADIUS AT 1/4" PER FOOT TOWARD FLOOR DRAIN, UNLESS OTHERWISE INDICATED. 8. ALL SPOT ELEVATIONS SHOWN ON THE FLOOR PLANS OUTSIDE THE BUILDING RELATE TO USGS ELEVATIONS. ALL SPOT ELEVATIONS INSIDE THE BUILDING REFER TO BUILDING REFERENCE ELEVATIONS. NOTIFY ARCHITECT IMMEDIATELY SHOULD CONDITIONS BE FOUND CONTRADICTORY TO THESE DRAWINGS. 9. ALL ANGLES SHOWN ON THE FLOOR PLANS ARE 90 DEGREES UNLESS OTHERWISE NOTED. 10. ALL DIMENSIONS ARE TO GRID LINE, FACE OF CONCRETE OR MASONRY, OR FACE OF GYPSUM BOARD, UNLESS OTHERWISE NOTED. 11. ALL FLOOR PLAN DIMENSIONS TO MASONRY ARE NOMINAL DIMENSIONS, UNLESS NOTED AS ACTUAL. 12. "TB" NEW CORK TACKBOARDS OR "MB" NEW MARKERBOARDS 13. PROVIDE EXIT DOOR NUMBERS PER DOOR SIGNAGE SHEET AT ALL EXIT DOORS. TAB The Architectural Balance 0056 Edwards Village Blvd. Suite 210 Edwards, CO 81632 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com (970) 766-1470 Seal Civil Engineer Structural Engineer Mechanical Engineer Electrical Engineer Revisions: Issue Dates: Sheet Title: Project No: Sheet No: Associates NOTES: A221 2110McGrady Acres - EnclaveLot 3 and 6, 95 and 96 Post BlvdBuilding 2 Lower and Middle Level Plans Avon, CO 81620Owner Rev-07/14/21 ToA Rev - 11/16/21 ToA Rev - 12/15/21 No Description Date 1/8" = 1'-0"A221 1 BUILDING 2 - LOWER GARAGE 1/8" = 1'-0"A221 2 BUILDING 2 - MIDDLE BEDS BUILDING NORTH T R U E REFDW DW DWREF DWREFDW REFA2231A2234A2232A2233UPPER LIVING 121'-0" (7535.9') UPPER LIVING 121'-0" (7535.4') UPPER LIVING 121'-0" (7534.5') UPPER LIVING 121'-0" (7534.5') ROOF ABOVE ROOF ABOVE ROOF ABOVE ROOF ABOVE ROOF ABOVE ROOF ABOVE ROOF BELOW ROOF BELOW POWDER 118 LIVING ROOM 120 OFFICE 121 KITCHEN 119 DINING ROOM 122 FP B+9'B+9' ELEVATOR OPTION DN KITCHEN 117 DINING 118 OFFICE 114 POWDER 115 LIVING 119 FP DN B+9' ELEVATOR OPTION KITCHEN 117 DINING 118 OFFICE 114 POWDER 115 LIVING 119 FP DN B+9' ELEVATOR OPTION KITCHEN 117 DINING 118 OFFICE 114 POWDER 115 LIVING 119 FP DN B+9' ELEVATOR OPTION A2231A2234A2232A2233ROOF PLAN 136'-6" (7551.4') ROOF PLAN 136'-6" (7550.9') ROOF PLAN 136'-6" (7550.0') ROOF PLAN 136'-6" (7550.0') 6" / 1'-0" 6" / 1'-0"8" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1'-0"6" / 1'-0"8" / 1'-0"6" / 1'-0" 6" / 1'-0"8" / 1'-0"8" / 1'-0"6" / 1'-0" 6" / 1'-0" 8" / 1'-0"8" / 1'-0" R-1R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 6" / 1'-0"6" / 1'-0" R-1 R-1 5" / 1'-0"5" / 1'-0"8" / 1'-0"SOLAR PANEL AREA 150 SFAC PADAC PADAC PADAC PADSOLAR PANEL AREA 150 SFSOLAR PANEL AREA 200 SFSOLAR PANEL AREA 100 SFSOLAR PANEL AREA 100 SFSOLAR PANEL AREA 80 SFSOLAR PANEL AREA 120 SFSOLAR PANEL AREA 80 SFSOLAR PANEL AREA 120 SFSOLAR PANEL AREA 100 SFR-1 R-1 R-1 R-16" / 1'-0"6" / 1'-0"6" / 1'-0" 6" / 1'-0" 6" / 1'-0" R-1 1/8"=1'-0" BAR SCALE CLOSET NOTES: SINGLE HANGING: DESIGNATED BY SINGLE DASHED LINE IN CLOSETS TO BE: 16" SHELF @ 7'-0" AFF, 16" SHELF & ROD @ 5'-6" AFF. DOUBLE HANGING: DESIGNATED BY DOUBLE DASHED LINE IN CLOSETS TO BE: 16" SHELF & ROD @ 7'-0" AFF, 12" SHELF & ROD @ 3'-6" AFF. SHELVES @ WALK-IN CLOSETS: 6 - 16" SHELVES @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, SHELF WIDTH TO BE CLOSET WIDTH, LESS 4'-0" OR AS OTHERWISE INDICATED. LINEN SHELVES: 6 SHELVES, WIDTH AS NOTED, @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, FULL CLOSET WIDTH. STORAGE SHELVES: 6 - 16" SHELVES @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, FULL CLOSET WIDTH. GENERAL CLOSET NOTES: 1. ALL SHELVES & VERTICAL DIVIDERS TO BE AC PLYWOOD WITH 1x2 EDGE. SPECIES TO BE SPECIFIED BY DEVELOPER. 2. CLEATS TO BE 1x2 CLEAR PINE. 3. PROVIDE ROD SUPPORTS @ 36" OC MAX. 4. ALL TO BE STAINED TO MATCH CASE & BASE. 2 3 4 1 5 FLOOR PLAN GENERAL NOTES: 1. PATCH EXISTING CONSTRUCTION SCHEDULED TO REMAIN. REPAIRED SURFACES TO BE FLUSH WITH ADJACENT FINISH SURFACES. TO SAME QUALITY AS NEW CONSTRUCTION PRIOR TO INSTALLING NEW FINISHES. REFER TO THE FINISH MANUFACTURER'S GUIDELINES FOR INSTALLATION. 2. PATCH EXISTING FIRE-RATED WALLS, FLOOR CEILINGS, ETC. SO AS TO MAINTAIN THE FIRE- RADIATING. ADD FIRE-SMOKE DAMPERS WHERE NEW DUCTS CROSS. ADD FIRE STOP AT ALL 3. PATCH WALLS AT REMOVED RECEPTACLE OPENINGS SO AS TO RECEIVE SUBSEQUENT WORK. 4. PATCH AND LEVEL FLOOR SUBSTRATES TO RECEIVE NEW WORK AS SCHEDULED. 5. COORDINATE ALL FLOOR CORE DRILLING WITH EXISTING. 6. DO NOT SCALE DRAWINGS. 7. IN ROOMS WITH FLOOR DRAINS, SLOPE CONCRETE SURFACE WITHIN 18" RADIUS AT 1/4" PER FOOT TOWARD FLOOR DRAIN, UNLESS OTHERWISE INDICATED. 8. ALL SPOT ELEVATIONS SHOWN ON THE FLOOR PLANS OUTSIDE THE BUILDING RELATE TO USGS ELEVATIONS. ALL SPOT ELEVATIONS INSIDE THE BUILDING REFER TO BUILDING REFERENCE ELEVATIONS. NOTIFY ARCHITECT IMMEDIATELY SHOULD CONDITIONS BE FOUND CONTRADICTORY TO THESE DRAWINGS. 9. ALL ANGLES SHOWN ON THE FLOOR PLANS ARE 90 DEGREES UNLESS OTHERWISE NOTED. 10. ALL DIMENSIONS ARE TO GRID LINE, FACE OF CONCRETE OR MASONRY, OR FACE OF GYPSUM BOARD, UNLESS OTHERWISE NOTED. 11. ALL FLOOR PLAN DIMENSIONS TO MASONRY ARE NOMINAL DIMENSIONS, UNLESS NOTED AS ACTUAL. 12. "TB" NEW CORK TACKBOARDS OR "MB" NEW MARKERBOARDS 13. PROVIDE EXIT DOOR NUMBERS PER DOOR SIGNAGE SHEET AT ALL EXIT DOORS. ROOF FINISH LEGEND NOTES: 1. HATCHED AREAS INDICATE OVERBUILT ROOF & CRICKETS, RE: STRUCTURAL 2. ALL GUTTERS & DOWNSPOUTS TO RECEIVE HEAT TAPE FOR ENTIRE LENGTH, RE: DIAGRAM ON ELECTRICAL PLANS 3. T.O. RIDGE ELEVATIONS GIVEN AT TOP OF ROOF SHEATHING 4. CONTRACTOR TO VERIFY CHIMNEY DIMENSIONS WITH FIREPLACE MANUFACTURERS' REQUIREMENTS R-1 TAMKO ASPHALT SHINGLES, HERITAGE PREMIUM, COLOR: NATURAL TIMBER R-2 COPPER STANDING SEAM ROOF SEE SYSTEM NOTES SHEET A0.1 COPPER FLASHING, GUTTERS, AND DOWNSPOUTS OVERHANGS ARE 2'-0" FROM FACE OF FRAMING TYP. U.N.O. CHIMNEY CAP - 6" SANDSTONE CAP ROOF BEAMS - ROUGH SAWN TIMBER TAB The Architectural Balance 0056 Edwards Village Blvd. Suite 210 Edwards, CO 81632 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com (970) 766-1470 Seal Civil Engineer Structural Engineer Mechanical Engineer Electrical Engineer Revisions: Issue Dates: Sheet Title: Project No: Sheet No: Associates NOTES: A222 2110McGrady Acres - EnclaveLot 3 and 6, 95 and 96 Post BlvdBuilding 2 Upper and Roof Plans Avon, CO 81620Owner Rev-07/14/21 ToA Rev - 11/16/21 ToA Rev - 12/15/21 No Description Date 1/8" = 1'-0"A222 1 BUILDING 2 - UPPER LIVING 1/8" = 1'-0"A222 2 BUILDING 2 - ROOF PLAN BUILDINGNORTHT RUE EXISTING GRADE PROPOSED GRADE X-1 R-1 R-1 R-1 R-2 EXISTING GRADE MAX BUILDING HEIGHT LOWER GARAGE 0'-0" (7514.9) MIDDLE BEDS 11'-0" (7525.9) UPPER LIVING 21'-0 (7535.9) T.O. ROOF 36'-6" (7551.4)3' - 0"LOWER GARAGE 0'-0" (7513.5) MIDDLE BEDS 11'-0" (7524.5) UPPER LIVING 21'-0 (7534.5) T.O. ROOF 36'-6" (7550.0) L L L L L L L L L L X-3 X-2 X-1 X-2 X-1 X-3 X-2 X-2 R-2 X-1 R-1 ?R-1 R-1 X-1 X-2X-2 X-1 X-3 X-2 X-1 X-3 X-3 X-2X-2 X-2 R-2R-2 8" / 1'-0"8 " / 1 '-0 "6" / 1'-0"6 " / 1 '-0 "8" / 1'-0"6" / 1'-0"6 " / 1 '-0 "8" / 1'-0"6" / 1'-0"6 " / 1 '-0 " EXISTING GRADE PROPOSED GRADE X-2 R-1 R-1 R-1 R-1 EXISTING GRADE MAX BUILDING HEIGHT L L L L L L L L L L L L L R-1 X-1X-2 X-1 X-2 X-2 X-3X-3X-3 X-3X-3 X-3X-3 X-3 X-2 X-2 X-2 R-2 X-1 X-2 X-1 X-2X-1 X-2 X-2 X-1 R-2R-2 6" / 1'-0"6 " / 1 '-0 "8" / 1'-0"6" / 1'-0"6 " / 1 '-0 "8" / 1'-0"6" / 1'-0"6 " / 1 '-0 "8" / 1'-0"6" / 1'-0"6 " / 1 '-0 "10" / 1'-0"1 0" / 1'-0"10" / 1'-0"1 0" / 1'-0"10" / 1'-0"1 0" / 1'-0" R-1 R-1 LOWER GARAGE 0'-0" (7514.9) MIDDLE BEDS 11'-0" (7525.9) UPPER LIVING 21'-0 (7535.9) T.O. ROOF 36'-6" (7551.4) LOWER GARAGE 0'-0" (7513.5) MIDDLE BEDS 11'-0" (7524.5) UPPER LIVING 21'-0 (7534.5) T.O. ROOF 36'-6" (7550.0) EXISTING GRADE PROPOSED GRADE EXISTING GRADE MAX BUILDING HEIGHT LL L X-1 R-1 R-1 X-1 R-1 R-1 X-1 R-1 X-2 X-3 X-3 X-2 X-1X-1 X-1X-1 X-3 X-3 X-1 10" / 1'-0"6" / 1'-0"8" / 1'-0"6" / 1'-0"3" / 1'-0" LOWER GARAGE 0'-0" (7514.9) MIDDLE BEDS 11'-0" (7525.9) UPPER LIVING 21'-0 (7535.9) T.O. ROOF 36'-6" (7551.4) EXISTING GRADE PROPOSED GRADE R-1 EXISTING GRADE MAX BUILDING HEIGHT L L L L R-1 R-1 R-1 R-1 R-1 R-1 R-1 X-1 X-2 X-3X-3 X-3 X-3 X-3X-3 X-3 R-1 X-2 X-1 X-2 L 6" / 1'-0"6" / 1'-0"6" / 1'-0"[No Slope]10" / 1'-0"X-1 X-1 X-2 R-1 LOWER GARAGE 0'-0" (7513.5) MIDDLE BEDS 11'-0" (7524.5) UPPER LIVING 21'-0 (7534.5) T.O. ROOF 36'-6" (7550.0) 1/8"=1'-0" BAR SCALE EXTERIOR MATERIAL LEGEND: X-1 DAVINCI SYNTHETIC SHAKES X-2 1X10 WOOD LAP SIDING X-3 NEW DRY STACK BROWN MOSSROCK R-1 DAVINCI SYNTHETIC SHAKES, R-2 BERRIDGE TEE-PANEL STANDING SEAM METAL ROOF, BERRIDGE DARK BRONZE KYNAR 500 CORNER TRIM - 3X6 AND 3X8 RS WD FASCIA 2X8 RS WD OVER 2X8 RS WD COIL COATED METAL FLASHING, GUTTERS AND DOWNSPOUTS RS WD TIMBERS 6X10 RS WD HEADERS IN STONE WALLS 3X8 RS WD HEADERS IN WOOD WALLS 3X4 RS WD WINDOW TRIM IN WOOD EXTERIOR ELEVATION GENERAL NOTES: 1. EXTERIOR FINISHES INDICATED ON ELEVATIONS SEE "EXTERIOR MATERIAL LEGEND" FOR MATERIALS. 2. RFERENCE ROOF PLAN FOR LOCATIONS OF ROOF COMPONENETS NOT INDICATED ON EXTERIOR ELEVATIONS. 3. REFER TO MEP AND STRUCTURAL DRAWINGS FOR ANY ADDITIONAL WORK. 4. ASSUME ALL PAINTED SURFACES WILL BE REPAINTED. THIS INCLUDES BUT IS NOT LIMITED TO: DOORS, DOOR FRAMES, WINDOW FRAMES, AND HEADERS, CEILINGS, HANDRAILS, EXPOSED MECHANICAL, CMU ACCENTS, SOFFITS, STRUCTURAL BEAMS, AND ETC. 5. PROVIDE ALLOWANCE TO SEAL AND CAULK VARIOUS WALL PENERTRATIONS ANS HOLES AROUND EXTERIOR PERIMETER OF BUIDLING, SIMILAR AREAS SUCH AS HOSE BIBS, PIPES, ETC. 6. PROVIDE ALLOWANCE TO REVIEW ALL EXPOSED ELECTRICAL CONDUIT TO DETERMINE FEASIBILITY TO REMOVE OR RELOCATE. INCLUDE IN ALLOWANCE LABOR AND MATERIALS TO REMOVE OR RELOCATE. 7. SEE CIVIL PLANS FOR NOTE TO RESEAL ALL HORIZONTAL CONCRETE AND ASPHALT JOINTS AT BUILDING. 8. WHEN A PORTION OF A WALL IS PAINTED ASSUME THE ENTIRE WALL IS PAINTED TO INSIDE OR OUTSIDE CORNERS. 9. DO NOT SCALE DRAWINGS. 10. ALL ANGLES SHOWN ON THE FLOOR PLANS ARE 90 DEGREES UNLESS NOTED OTHERWISE. TAB The Architectural Balance 0056 Edwards Village Blvd. Suite 210 Edwards, CO 81632 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com (970) 766-1470 Seal Civil Engineer Structural Engineer Mechanical Engineer Electrical Engineer Revisions: Issue Dates: Sheet Title: Project No: Sheet No: Associates NOTES: A223 2110McGrady Acres - EnclaveLot 3 and 6, 95 and 96 Post BlvdBuilding 2 Exterior ElevationsAvon, CO 81620Owner Rev-07/14/21 ToA Rev - 11/16/21 ToA Rev - 12/15/21 No Description Date 1/8" = 1'-0"A223 1 BUILDING 2 - EAST 1/8" = 1'-0"A223 2 BUILDING 2 - WEST 1/8" = 1'-0"A223 3 BUILDING 2 - NORTH 1/8" = 1'-0"A223 4 BUILDING 2 - SOUTH TAB The Architectural Balance 0056 Edwards Village Blvd. Suite 210 Edwards, CO 81632 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com (970) 766-1470 Seal Civil Engineer Structural Engineer Mechanical Engineer Electrical Engineer Revisions: Issue Dates: Sheet Title: Project No: Sheet No: Associates 12/14/2021 5:55:21 PMC:\Users\warner\Documents\2021 McGrady Site Plan_warner@tabassociates.com.rvtA224 2110McGrady Acres - EnclaveLot 3 and 6, 95 and 96 Post BlvdBuilding 2 3D Views Avon, CO 81620Owner Rev-07/14/21 ToA Rev - 11/16/21 ToA Rev - 12/15/21 A224 2 BUILDING 2 Street View NE A224 1 BUILDING 2 Street View NW A224 4 BUILDING 2 Street View SE A224 3 BUILDING 2 Street View SW No Description Date A233 2 A233 1 A233 4 A233 3 LOWER LEVEL 100'-0" (7511.9') LOWER LEVEL 100'-0" (7512.5') LOWER LEVEL 100'-0" (7513.3') LOWER LEVEL 100'-0" (7513.8') LEVEL ABOVE LEVEL ABOVE LEVEL ABOVE LEVEL ABOVE LEVEL ABOVE LEVEL ABOVE LEVEL ABOVE LEVEL ABOVE DECK ABOVE DECK ABOVE DECK ABOVE DECK ABOVE ENTRY 105 UP 2 CAR GARAGE 123 MECHANICAL 124 STORAGE 125 B B B +9' +9' +9' ELEVATOR OPTION ENTRY 105 UP 2 CAR GARAGE 123 MECHANICAL 124 STORAGE 125 B B B +9' +9' +9' ELEVATOR OPTION ENTRY 105 UP 2 CAR GARAGE 123 MECHANICAL 124 STORAGE 125 B B B +9' +9' +9' ELEVATOR OPTION ENTRY 105 UP 2 CAR GARAGE 123 MECHANICAL 124 STORAGE 125 B B B +9' +9' +9' ELEVATOR OPTION A233 2 A233 1 A233 4 A233 3MIDDLE BEDS 111'-0" (7524.8') MIDDLE BEDS 111'-0" (7523.5') MIDDLE BEDS 111'-0" (7524.3') MIDDLE BEDS 111'-0" (7522.9') ROOF ABOVE ROOF ABOVE ROOF ABOVE ROOF ABOVE ROOF ABOVE ROOF ABOVE ROOF ABOVE ROOF ABOVE DECK ABOVE DECK ABOVE DECK ABOVE DECK ABOVE MASTER BED 108 MASTER CLOSET 107 LAUNDRY 109 BEDROOM 111 BEDROOM 113 MASTER BATH 106 BATH 112 BATH 120 DN UP B+9' ELEVATOR OPTION MASTER BED 108 MASTER CLOSET 107 LAUNDRY 109 BEDROOM 111 BEDROOM 113 MASTER BATH 106 BATH 112 BATH 120 DN UP B+9' ELEVATOR OPTION MASTER BED 108 MASTER CLOSET 107 LAUNDRY 109 BEDROOM 111 BEDROOM 113 MASTER BATH 106 BATH 112 BATH 120 DN UP B+9' ELEVATOR OPTION MASTER BED 108 MASTER CLOSET 107 LAUNDRY 109 BEDROOM 111 BEDROOM 113 MASTER BATH 106 BATH 112 BATH 120 DN UP B+9' ELEVATOR OPTION 1/8"=1'-0" BAR SCALE CLOSET NOTES: SINGLE HANGING: DESIGNATED BY SINGLE DASHED LINE IN CLOSETS TO BE: 16" SHELF @ 7'-0" AFF, 16" SHELF & ROD @ 5'-6" AFF. DOUBLE HANGING: DESIGNATED BY DOUBLE DASHED LINE IN CLOSETS TO BE: 16" SHELF & ROD @ 7'-0" AFF, 12" SHELF & ROD @ 3'-6" AFF. SHELVES @ WALK-IN CLOSETS: 6 - 16" SHELVES @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, SHELF WIDTH TO BE CLOSET WIDTH, LESS 4'-0" OR AS OTHERWISE INDICATED. LINEN SHELVES: 6 SHELVES, WIDTH AS NOTED, @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, FULL CLOSET WIDTH. STORAGE SHELVES: 6 - 16" SHELVES @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, FULL CLOSET WIDTH. GENERAL CLOSET NOTES: 1. ALL SHELVES & VERTICAL DIVIDERS TO BE AC PLYWOOD WITH 1x2 EDGE. SPECIES TO BE SPECIFIED BY DEVELOPER. 2. CLEATS TO BE 1x2 CLEAR PINE. 3. PROVIDE ROD SUPPORTS @ 36" OC MAX. 4. ALL TO BE STAINED TO MATCH CASE & BASE. 2 3 4 1 5 FLOOR PLAN GENERAL NOTES: 1. PATCH EXISTING CONSTRUCTION SCHEDULED TO REMAIN. REPAIRED SURFACES TO BE FLUSH WITH ADJACENT FINISH SURFACES. TO SAME QUALITY AS NEW CONSTRUCTION PRIOR TO INSTALLING NEW FINISHES. REFER TO THE FINISH MANUFACTURER'S GUIDELINES FOR INSTALLATION. 2. PATCH EXISTING FIRE-RATED WALLS, FLOOR CEILINGS, ETC. SO AS TO MAINTAIN THE FIRE- RADIATING. ADD FIRE-SMOKE DAMPERS WHERE NEW DUCTS CROSS. ADD FIRE STOP AT ALL 3. PATCH WALLS AT REMOVED RECEPTACLE OPENINGS SO AS TO RECEIVE SUBSEQUENT WORK. 4. PATCH AND LEVEL FLOOR SUBSTRATES TO RECEIVE NEW WORK AS SCHEDULED. 5. COORDINATE ALL FLOOR CORE DRILLING WITH EXISTING. 6. DO NOT SCALE DRAWINGS. 7. IN ROOMS WITH FLOOR DRAINS, SLOPE CONCRETE SURFACE WITHIN 18" RADIUS AT 1/4" PER FOOT TOWARD FLOOR DRAIN, UNLESS OTHERWISE INDICATED. 8. ALL SPOT ELEVATIONS SHOWN ON THE FLOOR PLANS OUTSIDE THE BUILDING RELATE TO USGS ELEVATIONS. ALL SPOT ELEVATIONS INSIDE THE BUILDING REFER TO BUILDING REFERENCE ELEVATIONS. NOTIFY ARCHITECT IMMEDIATELY SHOULD CONDITIONS BE FOUND CONTRADICTORY TO THESE DRAWINGS. 9. ALL ANGLES SHOWN ON THE FLOOR PLANS ARE 90 DEGREES UNLESS OTHERWISE NOTED. 10. ALL DIMENSIONS ARE TO GRID LINE, FACE OF CONCRETE OR MASONRY, OR FACE OF GYPSUM BOARD, UNLESS OTHERWISE NOTED. 11. ALL FLOOR PLAN DIMENSIONS TO MASONRY ARE NOMINAL DIMENSIONS, UNLESS NOTED AS ACTUAL. 12. "TB" NEW CORK TACKBOARDS OR "MB" NEW MARKERBOARDS 13. PROVIDE EXIT DOOR NUMBERS PER DOOR SIGNAGE SHEET AT ALL EXIT DOORS. TAB The Architectural Balance 0056 Edwards Village Blvd. Suite 210 Edwards, CO 81632 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com (970) 766-1470 Seal Civil Engineer Structural Engineer Mechanical Engineer Electrical Engineer Revisions: Issue Dates: Sheet Title: Project No: Sheet No: Associates NOTES: A231 2110McGrady Acres - EnclaveLot 3 and 6, 95 and 96 Post BlvdBuilding 3 Lower and Middle Level Plans Avon, CO 81620Owner Rev-07/14/21 ToA Rev - 11/16/21 ToA Rev - 12/15/21 No Description Date 1/8" = 1'-0"A231 1 BUILDING 3 - LOWER GARAGE 1/8" = 1'-0"A231 2 BUILDING 3 - MIDDLE BEDS BUILDING NORTH T R U E DW REFDW REFDW REFDW REFA233 2 A233 1 A233 4 A233 3 A243 1 UPPER LIVING 122'-0" (7535.8') UPPER LIVING 122'-0" (7534.5') UPPER LIVING 122'-0" (7535.3') UPPER LIVING 122'-0" (7532.9') ROOF BELOW ROOF BELOW ROOF BELOW ROOF BELOW ROOF BELOW ROOF BELOW ROOF BELOW ROOF BELOW ROOF ABOVE ROOF ABOVE ROOF ABOVE ROOF ABOVE ROOF ABOVE ROOF ABOVE ROOF ABOVE ROOF ABOVE ROOF BELOWROOF BELOW KITCHEN 117 DINING 118 OFFICE 114 POWDER 115 LIVING 119 FP DN B+9' ELEVATOR OPTION KITCHEN 117 DINING 118 OFFICE 114 POWDER 115 LIVING 119 FP DN B+9' ELEVATOR OPTION KITCHEN 117 DINING 118 OFFICE 114 POWDER 115 LIVING 119 FP DN B+9' ELEVATOR OPTION KITCHEN 117 DINING 118 OFFICE 114 POWDER 115 LIVING 119 FP DN B+9' ELEVATOR OPTION A233 2 A233 1 A233 4 A233 3 ROOF PLAN 136'-6" (7548.4') ROOF PLAN 136'-6" (7549.0') ROOF PLAN 136'-6" (7549.8') ROOF PLAN 136'-6" (7550.3')8" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"6" / 1'-0"6" / 1'-0" SOLAR PANEL AREA 150 SF SOLAR PANEL AREA 150 SF AC PAD SOLAR PANEL AREA 200 SF SOLAR PANEL AREA 100 SF SOLAR PANEL AREA 150 SF SOLAR PANEL AREA 100 SF SOLAR PANEL AREA 80SF SOLAR PANEL AREA 150 SF SOLAR PANEL AREA 150 SF AC PAD AC PAD AC PAD 6" / 1'-0"6" / 1'-0"6" / 1'-0"6" / 1'-0"6" / 1'-0"6" / 1'-0" 6" / 1'-0"6" / 1'-0" 6" / 1'-0"6" / 1'-0" 6" / 1'-0"6" / 1'-0"6" / 1'-0"6" / 1'-0"6" / 1'-0" R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1R-1 R-1 R-1R-1R-1 R-1R-1R-1 R-1R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 1/8"=1'-0" BAR SCALE CLOSET NOTES: SINGLE HANGING: DESIGNATED BY SINGLE DASHED LINE IN CLOSETS TO BE: 16" SHELF @ 7'-0" AFF, 16" SHELF & ROD @ 5'-6" AFF. DOUBLE HANGING: DESIGNATED BY DOUBLE DASHED LINE IN CLOSETS TO BE: 16" SHELF & ROD @ 7'-0" AFF, 12" SHELF & ROD @ 3'-6" AFF. SHELVES @ WALK-IN CLOSETS: 6 - 16" SHELVES @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, SHELF WIDTH TO BE CLOSET WIDTH, LESS 4'-0" OR AS OTHERWISE INDICATED. LINEN SHELVES: 6 SHELVES, WIDTH AS NOTED, @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, FULL CLOSET WIDTH. STORAGE SHELVES: 6 - 16" SHELVES @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, FULL CLOSET WIDTH. GENERAL CLOSET NOTES: 1. ALL SHELVES & VERTICAL DIVIDERS TO BE AC PLYWOOD WITH 1x2 EDGE. SPECIES TO BE SPECIFIED BY DEVELOPER. 2. CLEATS TO BE 1x2 CLEAR PINE. 3. PROVIDE ROD SUPPORTS @ 36" OC MAX. 4. ALL TO BE STAINED TO MATCH CASE & BASE. 2 3 4 1 5 FLOOR PLAN GENERAL NOTES: 1. PATCH EXISTING CONSTRUCTION SCHEDULED TO REMAIN. REPAIRED SURFACES TO BE FLUSH WITH ADJACENT FINISH SURFACES. TO SAME QUALITY AS NEW CONSTRUCTION PRIOR TO INSTALLING NEW FINISHES. REFER TO THE FINISH MANUFACTURER'S GUIDELINES FOR INSTALLATION. 2. PATCH EXISTING FIRE-RATED WALLS, FLOOR CEILINGS, ETC. SO AS TO MAINTAIN THE FIRE- RADIATING. ADD FIRE-SMOKE DAMPERS WHERE NEW DUCTS CROSS. ADD FIRE STOP AT ALL 3. PATCH WALLS AT REMOVED RECEPTACLE OPENINGS SO AS TO RECEIVE SUBSEQUENT WORK. 4. PATCH AND LEVEL FLOOR SUBSTRATES TO RECEIVE NEW WORK AS SCHEDULED. 5. COORDINATE ALL FLOOR CORE DRILLING WITH EXISTING. 6. DO NOT SCALE DRAWINGS. 7. IN ROOMS WITH FLOOR DRAINS, SLOPE CONCRETE SURFACE WITHIN 18" RADIUS AT 1/4" PER FOOT TOWARD FLOOR DRAIN, UNLESS OTHERWISE INDICATED. 8. ALL SPOT ELEVATIONS SHOWN ON THE FLOOR PLANS OUTSIDE THE BUILDING RELATE TO USGS ELEVATIONS. ALL SPOT ELEVATIONS INSIDE THE BUILDING REFER TO BUILDING REFERENCE ELEVATIONS. NOTIFY ARCHITECT IMMEDIATELY SHOULD CONDITIONS BE FOUND CONTRADICTORY TO THESE DRAWINGS. 9. ALL ANGLES SHOWN ON THE FLOOR PLANS ARE 90 DEGREES UNLESS OTHERWISE NOTED. 10. ALL DIMENSIONS ARE TO GRID LINE, FACE OF CONCRETE OR MASONRY, OR FACE OF GYPSUM BOARD, UNLESS OTHERWISE NOTED. 11. ALL FLOOR PLAN DIMENSIONS TO MASONRY ARE NOMINAL DIMENSIONS, UNLESS NOTED AS ACTUAL. 12. "TB" NEW CORK TACKBOARDS OR "MB" NEW MARKERBOARDS 13. PROVIDE EXIT DOOR NUMBERS PER DOOR SIGNAGE SHEET AT ALL EXIT DOORS. ROOF FINISH LEGEND NOTES: 1. HATCHED AREAS INDICATE OVERBUILT ROOF & CRICKETS, RE: STRUCTURAL 2. ALL GUTTERS & DOWNSPOUTS TO RECEIVE HEAT TAPE FOR ENTIRE LENGTH, RE: DIAGRAM ON ELECTRICAL PLANS 3. T.O. RIDGE ELEVATIONS GIVEN AT TOP OF ROOF SHEATHING 4. CONTRACTOR TO VERIFY CHIMNEY DIMENSIONS WITH FIREPLACE MANUFACTURERS' REQUIREMENTS R-1 TAMKO ASPHALT SHINGLES, HERITAGE PREMIUM, COLOR: NATURAL TIMBER R-2 COPPER STANDING SEAM ROOF SEE SYSTEM NOTES SHEET A0.1 COPPER FLASHING, GUTTERS, AND DOWNSPOUTS OVERHANGS ARE 2'-0" FROM FACE OF FRAMING TYP. U.N.O. CHIMNEY CAP - 6" SANDSTONE CAP ROOF BEAMS - ROUGH SAWN TIMBER TAB The Architectural Balance 0056 Edwards Village Blvd. Suite 210 Edwards, CO 81632 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com (970) 766-1470 Seal Civil Engineer Structural Engineer Mechanical Engineer Electrical Engineer Revisions: Issue Dates: Sheet Title: Project No: Sheet No: Associates NOTES: A232 2110McGrady Acres - EnclaveLot 3 and 6, 95 and 96 Post BlvdBuilding 3 Upper and Roof Plans Avon, CO 81620Owner Rev-07/14/21 ToA Rev - 11/16/21 ToA Rev - 12/15/21 No Description Date 1/8" = 1'-0"A232 1 BUILDING 3 - UPPER LIVING 1/8" = 1'-0"A232 2 BUILDING 3 - ROOF PLAN BUILDING NORTH T R U E EXISTING GRADE PROPOSED GRADE EXISTING GRADE MAX BUILDING HEIGHT L L L L L L L L L L L L L L L L L L L L R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 X-1X-2 X-2 X-2 X-3 X-3 X-3X-3 X-1 X-1 X-2 X-2 X-3X-3X-3 X-2 X-2 X-1 X-2X-1 X-2X-2 X-3 X-3 R-2 R-2 R-2 R-2 X-3X-3X-3 X-1 LOWER GARAGE 0'-0" (7513.8) MIDDLE BEDS 11'-0" (7524.8) UPPER LIVING 21'-0 (7534.8) T.O. ROOF 36'-6" (7550.3) LOWER GARAGE 0'-0" (7511.9) MIDDLE BEDS 11'-0" (7522.9) UPPER LIVING 21'-0 (7532.9) T.O. ROOF 36'-6" (7548.4) EXISTING GRADE PROPOSED GRADE R-1R-1 EXISTING GRADE MAX BUILDING HEIGHT LOWER GARAGE 0'-0" (7513.8) MIDDLE BEDS 11'-0" (7524.8) UPPER LIVING 21'-0 (7534.8) T.O. ROOF 37'-6" (7551.3) LOWER GARAGE 0'-0" (7511.9) MIDDLE BEDS 11'-0" (7522.9) UPPER LIVING 21'-0 (7532.9) T.O. ROOF 36'-6" (7548.4) L L L L X-2 R-1 R-1 R-1 X-2X-1 X-3 X-1 X-3 X-3 X-2X-1 X-3 R-2 R-2 R-2 R-2 X-1X-2 X-1X-1 X-1 X-2X-1 X-1 EXISTING GRADE PROPOSED GRADE EXISTING GRADE MAX BUILDING HEIGHT L LL R-1 R-1 R-1 R-1 R-1 R-1 R-1 X-2 X-3 X-3 X-3X-3 X-1 X-1 X-2 X-1 X-1 LOWER GARAGE 0'-0" (7513.8) MIDDLE BEDS 11'-0" (7524.8) UPPER LIVING 21'-0 (7534.8) T.O. ROOF 36'-6" (7550.3) L L L L L EXISTING GRADE PROPOSED GRADE EXISTING GRADE MAX BUILDING HEIGHT LLLLL L L L LX-2 X-2 X-2 X-3 X-1 X-1 X-3 X-3 X-3 X-3 X-3 R-1R-1 R-1 R-1 R-1 R-1R-1 R-1 X-1X-1 X-1X-1 X-1 LOWER GARAGE 0'-0" (7511.9) MIDDLE BEDS 11'-0" (7522.9) UPPER LIVING 21'-0 (7532.9) T.O. ROOF 36'-6" (7548.4) L 1/8"=1'-0" BAR SCALE EXTERIOR MATERIAL LEGEND: X-1 DAVINCI SYNTHETIC SHAKES X-2 1X10 WOOD LAP SIDING X-3 NEW DRY STACK BROWN MOSSROCK R-1 DAVINCI SYNTHETIC SHAKES, R-2 BERRIDGE TEE-PANEL STANDING SEAM METAL ROOF, BERRIDGE DARK BRONZE KYNAR 500 CORNER TRIM - 3X6 AND 3X8 RS WD FASCIA 2X8 RS WD OVER 2X8 RS WD COIL COATED METAL FLASHING, GUTTERS AND DOWNSPOUTS RS WD TIMBERS 6X10 RS WD HEADERS IN STONE WALLS 3X8 RS WD HEADERS IN WOOD WALLS 3X4 RS WD WINDOW TRIM IN WOOD EXTERIOR ELEVATION GENERAL NOTES: 1. EXTERIOR FINISHES INDICATED ON ELEVATIONS SEE "EXTERIOR MATERIAL LEGEND" FOR MATERIALS. 2. RFERENCE ROOF PLAN FOR LOCATIONS OF ROOF COMPONENETS NOT INDICATED ON EXTERIOR ELEVATIONS. 3. REFER TO MEP AND STRUCTURAL DRAWINGS FOR ANY ADDITIONAL WORK. 4. ASSUME ALL PAINTED SURFACES WILL BE REPAINTED. THIS INCLUDES BUT IS NOT LIMITED TO: DOORS, DOOR FRAMES, WINDOW FRAMES, AND HEADERS, CEILINGS, HANDRAILS, EXPOSED MECHANICAL, CMU ACCENTS, SOFFITS, STRUCTURAL BEAMS, AND ETC. 5. PROVIDE ALLOWANCE TO SEAL AND CAULK VARIOUS WALL PENERTRATIONS ANS HOLES AROUND EXTERIOR PERIMETER OF BUIDLING, SIMILAR AREAS SUCH AS HOSE BIBS, PIPES, ETC. 6. PROVIDE ALLOWANCE TO REVIEW ALL EXPOSED ELECTRICAL CONDUIT TO DETERMINE FEASIBILITY TO REMOVE OR RELOCATE. INCLUDE IN ALLOWANCE LABOR AND MATERIALS TO REMOVE OR RELOCATE. 7. SEE CIVIL PLANS FOR NOTE TO RESEAL ALL HORIZONTAL CONCRETE AND ASPHALT JOINTS AT BUILDING. 8. WHEN A PORTION OF A WALL IS PAINTED ASSUME THE ENTIRE WALL IS PAINTED TO INSIDE OR OUTSIDE CORNERS. 9. DO NOT SCALE DRAWINGS. 10. ALL ANGLES SHOWN ON THE FLOOR PLANS ARE 90 DEGREES UNLESS NOTED OTHERWISE. TAB The Architectural Balance 0056 Edwards Village Blvd. Suite 210 Edwards, CO 81632 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com (970) 766-1470 Seal Civil Engineer Structural Engineer Mechanical Engineer Electrical Engineer Revisions: Issue Dates: Sheet Title: Project No: Sheet No: Associates NOTES: A233 2110McGrady Acres - EnclaveLot 3 and 6, 95 and 96 Post BlvdBuilding 3 Exterior ElevationsAvon, CO 81620Owner Rev-07/14/21 ToA Rev - 11/16/21 ToA Rev - 12/15/21 No Description Date 1/8" = 1'-0"A233 1 BUILDING 3 NORTH 1/8" = 1'-0"A233 2 BUILDING 3 - SOUTH 1/8" = 1'-0"A233 3 BUILDING 3 EAST 1/8" = 1'-0"A233 4 BUILDING 3 WEST TAB The Architectural Balance 0056 Edwards Village Blvd. Suite 210 Edwards, CO 81632 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com (970) 766-1470 Seal Civil Engineer Structural Engineer Mechanical Engineer Electrical Engineer Revisions: Issue Dates: Sheet Title: Project No: Sheet No: Associates 12/14/2021 5:55:37 PMC:\Users\warner\Documents\2021 McGrady Site Plan_warner@tabassociates.com.rvtA234 2110McGrady Acres - EnclaveLot 3 and 6, 95 and 96 Post BlvdBuilding 3 3D Views Avon, CO 81620Owner Rev-07/14/21 ToA Rev - 11/16/21 ToA Rev - 12/15/21 A234 1 BUILDING 3 Street View NE A234 2 Building 3 Street View NW A234 4 Building 3 Street View SE A234 3 Building 3 Street View SW No Description Date A243 1 A243 2 A243 3 A243 4 LOWER LEVEL 100'-0" (7511.7') LOWER LEVEL 100'-0" (7512.0') LOWER LEVEL 100'-0" (7512.8') LOWER LEVEL 100'-0" (7513.5') 3' - 0" LEVEL ABOVE LEVEL ABOVE LEVEL ABOVE LEVEL ABOVE LEVEL ABOVE LEVEL ABOVE ROOF ABOVE ROOF ABOVE DECK ABOVE DECK ABOVE DECK ABOVE DECK ABOVE 2-CAR GARAGE 127 1-CAR GARAGE 128 MECHANICAL 129 FAMILY ROOM 130 ENTRY 131 BATH 132 BB B +9'+9' +9' ELEVATOR OPTION UP 2-CAR GARAGE 127 1-CAR GARAGE 128 MECHANICAL 129 FAMILY ROOM 130 ENTRY 131 BATH 132 B B B +9'+9' +9' ELEVATOR OPTION UP ENTRY 105 UP 2 CAR GARAGE 123 MECHANICAL 124 STORAGE 125 B B B +9' +9' +9' ELEVATOR OPTION ENTRY 105 UP 2 CAR GARAGE 123 MECHANICAL 124 STORAGE 125 B B B +9' +9' +9' ELEVATOR OPTION A243 1 A243 2 A243 3 A243 4 MIDDLE BEDS 111'-0" (7522.7') MIDDLE BEDS 111'-0" (7523.0') MIDDLE BEDS 111'-0" (7523.8') MIDDLE BEDS 111'-0" (7524.5') ROOF ABOVE ROOF ABOVE ROOF BELOW ROOF ABOVE ROOF ABOVE ROOF ABOVE ROOF ABOVE ROOF BELOWDECK ABOVE DECK ABOVE DECK ABOVE DECK ABOVE MASTER BATH 108 MASTER CLOSET 109 MASTER BED 110 BEDROOM 111 LAUNDRY 112 BATH 113 BATH 114 BEDROOM 115 BEDROOM 116 B+9' ELEVATOR OPTION UP DN MASTER BATH 108 MASTER CLOSET 109 MASTER BED 110 BEDROOM 111 LAUNDRY 112 BATH 113 BATH 114 BEDROOM 115 BEDROOM 116 B+9' ELEVATOR OPTION UPDN MASTER BED 108 MASTER CLOSET 107 LAUNDRY 109 BEDROOM 111 BEDROOM 113 MASTER BATH 106 BATH 112 BATH 120 DN UP B+9' ELEVATOR OPTION MASTER BED 108 MASTER CLOSET 107 LAUNDRY 109 BEDROOM 111 BEDROOM 113 MASTER BATH 106 BATH 112 BATH 120 DN UP B+9' ELEVATOR OPTION 1/8"=1'-0" BAR SCALE CLOSET NOTES: SINGLE HANGING: DESIGNATED BY SINGLE DASHED LINE IN CLOSETS TO BE: 16" SHELF @ 7'-0" AFF, 16" SHELF & ROD @ 5'-6" AFF. DOUBLE HANGING: DESIGNATED BY DOUBLE DASHED LINE IN CLOSETS TO BE: 16" SHELF & ROD @ 7'-0" AFF, 12" SHELF & ROD @ 3'-6" AFF. SHELVES @ WALK-IN CLOSETS: 6 - 16" SHELVES @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, SHELF WIDTH TO BE CLOSET WIDTH, LESS 4'-0" OR AS OTHERWISE INDICATED. LINEN SHELVES: 6 SHELVES, WIDTH AS NOTED, @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, FULL CLOSET WIDTH. STORAGE SHELVES: 6 - 16" SHELVES @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, FULL CLOSET WIDTH. GENERAL CLOSET NOTES: 1. ALL SHELVES & VERTICAL DIVIDERS TO BE AC PLYWOOD WITH 1x2 EDGE. SPECIES TO BE SPECIFIED BY DEVELOPER. 2. CLEATS TO BE 1x2 CLEAR PINE. 3. PROVIDE ROD SUPPORTS @ 36" OC MAX. 4. ALL TO BE STAINED TO MATCH CASE & BASE. 2 3 4 1 5 FLOOR PLAN GENERAL NOTES: 1. PATCH EXISTING CONSTRUCTION SCHEDULED TO REMAIN. REPAIRED SURFACES TO BE FLUSH WITH ADJACENT FINISH SURFACES. TO SAME QUALITY AS NEW CONSTRUCTION PRIOR TO INSTALLING NEW FINISHES. REFER TO THE FINISH MANUFACTURER'S GUIDELINES FOR INSTALLATION. 2. PATCH EXISTING FIRE-RATED WALLS, FLOOR CEILINGS, ETC. SO AS TO MAINTAIN THE FIRE- RADIATING. ADD FIRE-SMOKE DAMPERS WHERE NEW DUCTS CROSS. ADD FIRE STOP AT ALL 3. PATCH WALLS AT REMOVED RECEPTACLE OPENINGS SO AS TO RECEIVE SUBSEQUENT WORK. 4. PATCH AND LEVEL FLOOR SUBSTRATES TO RECEIVE NEW WORK AS SCHEDULED. 5. COORDINATE ALL FLOOR CORE DRILLING WITH EXISTING. 6. DO NOT SCALE DRAWINGS. 7. IN ROOMS WITH FLOOR DRAINS, SLOPE CONCRETE SURFACE WITHIN 18" RADIUS AT 1/4" PER FOOT TOWARD FLOOR DRAIN, UNLESS OTHERWISE INDICATED. 8. ALL SPOT ELEVATIONS SHOWN ON THE FLOOR PLANS OUTSIDE THE BUILDING RELATE TO USGS ELEVATIONS. ALL SPOT ELEVATIONS INSIDE THE BUILDING REFER TO BUILDING REFERENCE ELEVATIONS. NOTIFY ARCHITECT IMMEDIATELY SHOULD CONDITIONS BE FOUND CONTRADICTORY TO THESE DRAWINGS. 9. ALL ANGLES SHOWN ON THE FLOOR PLANS ARE 90 DEGREES UNLESS OTHERWISE NOTED. 10. ALL DIMENSIONS ARE TO GRID LINE, FACE OF CONCRETE OR MASONRY, OR FACE OF GYPSUM BOARD, UNLESS OTHERWISE NOTED. 11. ALL FLOOR PLAN DIMENSIONS TO MASONRY ARE NOMINAL DIMENSIONS, UNLESS NOTED AS ACTUAL. 12. "TB" NEW CORK TACKBOARDS OR "MB" NEW MARKERBOARDS 13. PROVIDE EXIT DOOR NUMBERS PER DOOR SIGNAGE SHEET AT ALL EXIT DOORS. TAB The Architectural Balance 0056 Edwards Village Blvd. Suite 210 Edwards, CO 81632 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com (970) 766-1470 Seal Civil Engineer Structural Engineer Mechanical Engineer Electrical Engineer Revisions: Issue Dates: Sheet Title: Project No: Sheet No: Associates NOTES: A241 2110McGrady Acres - EnclaveLot 3 and 6, 95 and 96 Post BlvdBuilding 4 Lower and Middle Level Plans Avon, CO 81620Owner Rev-07/14/21 ToA Rev - 11/16/21 ToA Rev - 12/15/21 No Description Date 1/8" = 1'-0"A241 1 BUILDING 4 - LOWER GARAGE 1/8" = 1'-0"A241 2 BUILDING 4 - MIDDLE BEDS BUILDING NORTH T R U E REFDW DW REFDWDW DWREF DWREF A243 1 A243 2 A243 3 A243 4 UPPER LIVING 122'-0" (7533.7') UPPER LIVING 122'-0" (7534.0') UPPER LIVING 122'-0" (7534.8') UPPER LIVING 122'-0" (7535.5')21' - 9 3/4"ROOF ABOVE ROOF BELOW ROOF ABOVEROOF BELOW ROOF ABOVE ROOF BELOWROOF BELOW ROOF BELOWROOF BELOW POWDER 118 LIVING ROOM 120 OFFICE 121 KITCHEN 119 DINING ROOM 122 FP B+9'B+9' ELEVATOR OPTION DN POWDER 118 LIVING ROOM 120 OFFICE 121 KITCHEN 119 DINING ROOM 122 FP B+9'B+9' ELEVATOR OPTION DN KITCHEN 117 DINING 118 OFFICE 114 POWDER 115 LIVING 119 FP DN B+9' ELEVATOR OPTION KITCHEN 117 DINING 118 OFFICE 114 POWDER 115 LIVING 119 FP DN B+9' ELEVATOR OPTION A243 1 A243 2 A243 3 A243 4 ROOF PLAN 136'-6" (7548.2')ROOF PLAN 136'-6" (7548.5') ROOF PLAN 136'-6" (7549.3')ROOF PLAN 136'-6" (7550.0') 8" / 1'-0"8" / 1'-0" 6" / 1'-0"6" / 1'-0"8" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1'-0" 8" / 1'-0" 6" / 1'-0"6" / 1'-0"4" / 1'-0"6" / 1'-0"8" / 1'-0"6" / 1'-0"6" / 1'-0" 6" / 1'-0"6" / 1'-0" R-1R-1 R-1R-1 R-1R-1R-1 R-1 R-1R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-28" / 1'-0"8" / 1'-0"R-1 R-1 R-1 R-2 AC PAD AC PAD AC PAD AC PAD SOLAR PANEL AREA 220 SF SOLAR PANEL AREA 80 SF SOLAR PANEL AREA 220 SF SOLAR PANEL AREA 80 SF SOLAR PANEL AREA 180 SF SOLAR PANEL AREA 120 SF SOLAR PANEL AREA 220 SF SOLAR PANEL AREA 80 SF6" / 1'-0"R-1 3" / 1'-0"3" / 1'-0"8" / 1'-0"3" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1'-0"R-1 R-1 R-1 R-1 R-2 R-1 X-1 R-1 R-1 6" / 1'-0"8" / 1'-0" 1/8"=1'-0" BAR SCALE CLOSET NOTES: SINGLE HANGING: DESIGNATED BY SINGLE DASHED LINE IN CLOSETS TO BE: 16" SHELF @ 7'-0" AFF, 16" SHELF & ROD @ 5'-6" AFF. DOUBLE HANGING: DESIGNATED BY DOUBLE DASHED LINE IN CLOSETS TO BE: 16" SHELF & ROD @ 7'-0" AFF, 12" SHELF & ROD @ 3'-6" AFF. SHELVES @ WALK-IN CLOSETS: 6 - 16" SHELVES @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, SHELF WIDTH TO BE CLOSET WIDTH, LESS 4'-0" OR AS OTHERWISE INDICATED. LINEN SHELVES: 6 SHELVES, WIDTH AS NOTED, @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, FULL CLOSET WIDTH. STORAGE SHELVES: 6 - 16" SHELVES @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, FULL CLOSET WIDTH. GENERAL CLOSET NOTES: 1. ALL SHELVES & VERTICAL DIVIDERS TO BE AC PLYWOOD WITH 1x2 EDGE. SPECIES TO BE SPECIFIED BY DEVELOPER. 2. CLEATS TO BE 1x2 CLEAR PINE. 3. PROVIDE ROD SUPPORTS @ 36" OC MAX. 4. ALL TO BE STAINED TO MATCH CASE & BASE. 2 3 4 1 5 FLOOR PLAN GENERAL NOTES: 1. PATCH EXISTING CONSTRUCTION SCHEDULED TO REMAIN. REPAIRED SURFACES TO BE FLUSH WITH ADJACENT FINISH SURFACES. TO SAME QUALITY AS NEW CONSTRUCTION PRIOR TO INSTALLING NEW FINISHES. REFER TO THE FINISH MANUFACTURER'S GUIDELINES FOR INSTALLATION. 2. PATCH EXISTING FIRE-RATED WALLS, FLOOR CEILINGS, ETC. SO AS TO MAINTAIN THE FIRE- RADIATING. ADD FIRE-SMOKE DAMPERS WHERE NEW DUCTS CROSS. ADD FIRE STOP AT ALL 3. PATCH WALLS AT REMOVED RECEPTACLE OPENINGS SO AS TO RECEIVE SUBSEQUENT WORK. 4. PATCH AND LEVEL FLOOR SUBSTRATES TO RECEIVE NEW WORK AS SCHEDULED. 5. COORDINATE ALL FLOOR CORE DRILLING WITH EXISTING. 6. DO NOT SCALE DRAWINGS. 7. IN ROOMS WITH FLOOR DRAINS, SLOPE CONCRETE SURFACE WITHIN 18" RADIUS AT 1/4" PER FOOT TOWARD FLOOR DRAIN, UNLESS OTHERWISE INDICATED. 8. ALL SPOT ELEVATIONS SHOWN ON THE FLOOR PLANS OUTSIDE THE BUILDING RELATE TO USGS ELEVATIONS. ALL SPOT ELEVATIONS INSIDE THE BUILDING REFER TO BUILDING REFERENCE ELEVATIONS. NOTIFY ARCHITECT IMMEDIATELY SHOULD CONDITIONS BE FOUND CONTRADICTORY TO THESE DRAWINGS. 9. ALL ANGLES SHOWN ON THE FLOOR PLANS ARE 90 DEGREES UNLESS OTHERWISE NOTED. 10. ALL DIMENSIONS ARE TO GRID LINE, FACE OF CONCRETE OR MASONRY, OR FACE OF GYPSUM BOARD, UNLESS OTHERWISE NOTED. 11. ALL FLOOR PLAN DIMENSIONS TO MASONRY ARE NOMINAL DIMENSIONS, UNLESS NOTED AS ACTUAL. 12. "TB" NEW CORK TACKBOARDS OR "MB" NEW MARKERBOARDS 13. PROVIDE EXIT DOOR NUMBERS PER DOOR SIGNAGE SHEET AT ALL EXIT DOORS. ROOF FINISH LEGEND NOTES: 1. HATCHED AREAS INDICATE OVERBUILT ROOF & CRICKETS, RE: STRUCTURAL 2. ALL GUTTERS & DOWNSPOUTS TO RECEIVE HEAT TAPE FOR ENTIRE LENGTH, RE: DIAGRAM ON ELECTRICAL PLANS 3. T.O. RIDGE ELEVATIONS GIVEN AT TOP OF ROOF SHEATHING 4. CONTRACTOR TO VERIFY CHIMNEY DIMENSIONS WITH FIREPLACE MANUFACTURERS' REQUIREMENTS R-1 TAMKO ASPHALT SHINGLES, HERITAGE PREMIUM, COLOR: NATURAL TIMBER R-2 COPPER STANDING SEAM ROOF SEE SYSTEM NOTES SHEET A0.1 COPPER FLASHING, GUTTERS, AND DOWNSPOUTS OVERHANGS ARE 2'-0" FROM FACE OF FRAMING TYP. U.N.O. CHIMNEY CAP - 6" SANDSTONE CAP ROOF BEAMS - ROUGH SAWN TIMBER TAB The Architectural Balance 0056 Edwards Village Blvd. Suite 210 Edwards, CO 81632 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com (970) 766-1470 Seal Civil Engineer Structural Engineer Mechanical Engineer Electrical Engineer Revisions: Issue Dates: Sheet Title: Project No: Sheet No: Associates NOTES: A242 2110McGrady Acres - EnclaveLot 3 and 6, 95 and 96 Post BlvdBuilding 4 Upper and Roof Plans Avon, CO 81620Owner Rev-07/14/21 ToA Rev - 11/16/21 ToA Rev - 12/15/21 No Description Date 1/8" = 1'-0"A242 1 BUILDING 4 - UPPER LIVING 1/8" = 1'-0"A242 2 BUILDING 4 - ROOF PLAN BUILDING NORTH T R U E LOWER GARAGE 0'-0" (7511.7) MIDDLE BEDS 11'-0" (7522.7) UPPER LIVING 22'-0 (7533.7) T.O. ROOF 36'-6" (7548.2) EXISTING GRADE PROPOSED GRADE LOWER GARAGE 0'-0" (7513.5) MIDDLE BEDS 11'-0" (7524.5) UPPER LIVING 22'-0 (7535.5) T.O. ROOF 36'-6" (7550.0) EXISTING GRADE MAX BUILDING HEIGHT L L L L L L R-1 X-1X-2 X-2 X-3 X-2 X-3 X-1X-2 X-2 X-3 X-2X-1 X-1 R-1 R-1 X-1 X-2 X-3 X-2 X-2 R-1 R-2 X-3 X-2 R-2 R-2 X-3 X-2 6 " / 1 '-0 "6" / 1'-0"6 " / 1 '-0 "6" / 1'-0"8" / 1'-0"4" / 1'-0"6 " / 1 '-0 " 6" / 1'-0" LOWER GARAGE 0'-0" (7513.5) MIDDLE BEDS 11'-0" (7524.5) UPPER LIVING 22'-0 (7535.5) T.O. ROOF 36'-6" (7550.0) LOWER GARAGE 0'-0" (7511.7) MIDDLE BEDS 11'-0" (7522.7) UPPER LIVING 22'-0 (7533.7) T.O. ROOF 36'-6" (7548.2) EXISTING GRADE MAX BUILDING HEIGHT EXISTING GRADE MAX BUILDING HEIGHT L L L L L R-2R-1 X-1 X-1 X-1 R-1R-1 R-1 X-1 R-1 R-1 X-2 X-3 X-2 X-3 X-3 X-3 6" / 1'-0"3 " / 1 '-0 "10" / 1'-0"3" / 1'-0" 1/8"=1'-0" BAR SCALE EXTERIOR MATERIAL LEGEND: X-1 DAVINCI SYNTHETIC SHAKES X-2 1X10 WOOD LAP SIDING X-3 NEW DRY STACK BROWN MOSSROCK R-1 DAVINCI SYNTHETIC SHAKES, R-2 BERRIDGE TEE-PANEL STANDING SEAM METAL ROOF, BERRIDGE DARK BRONZE KYNAR 500 CORNER TRIM - 3X6 AND 3X8 RS WD FASCIA 2X8 RS WD OVER 2X8 RS WD COIL COATED METAL FLASHING, GUTTERS AND DOWNSPOUTS RS WD TIMBERS 6X10 RS WD HEADERS IN STONE WALLS 3X8 RS WD HEADERS IN WOOD WALLS 3X4 RS WD WINDOW TRIM IN WOOD EXTERIOR ELEVATION GENERAL NOTES: 1. EXTERIOR FINISHES INDICATED ON ELEVATIONS SEE "EXTERIOR MATERIAL LEGEND" FOR MATERIALS. 2. RFERENCE ROOF PLAN FOR LOCATIONS OF ROOF COMPONENETS NOT INDICATED ON EXTERIOR ELEVATIONS. 3. REFER TO MEP AND STRUCTURAL DRAWINGS FOR ANY ADDITIONAL WORK. 4. ASSUME ALL PAINTED SURFACES WILL BE REPAINTED. THIS INCLUDES BUT IS NOT LIMITED TO: DOORS, DOOR FRAMES, WINDOW FRAMES, AND HEADERS, CEILINGS, HANDRAILS, EXPOSED MECHANICAL, CMU ACCENTS, SOFFITS, STRUCTURAL BEAMS, AND ETC. 5. PROVIDE ALLOWANCE TO SEAL AND CAULK VARIOUS WALL PENERTRATIONS ANS HOLES AROUND EXTERIOR PERIMETER OF BUIDLING, SIMILAR AREAS SUCH AS HOSE BIBS, PIPES, ETC. 6. PROVIDE ALLOWANCE TO REVIEW ALL EXPOSED ELECTRICAL CONDUIT TO DETERMINE FEASIBILITY TO REMOVE OR RELOCATE. INCLUDE IN ALLOWANCE LABOR AND MATERIALS TO REMOVE OR RELOCATE. 7. SEE CIVIL PLANS FOR NOTE TO RESEAL ALL HORIZONTAL CONCRETE AND ASPHALT JOINTS AT BUILDING. 8. WHEN A PORTION OF A WALL IS PAINTED ASSUME THE ENTIRE WALL IS PAINTED TO INSIDE OR OUTSIDE CORNERS. 9. DO NOT SCALE DRAWINGS. 10. ALL ANGLES SHOWN ON THE FLOOR PLANS ARE 90 DEGREES UNLESS NOTED OTHERWISE. EXISTING GRADE MAX BUILDING HEIGHT L TAB The Architectural Balance 0056 Edwards Village Blvd. Suite 210 Edwards, CO 81632 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com (970) 766-1470 Seal Civil Engineer Structural Engineer Mechanical Engineer Electrical Engineer Revisions: Issue Dates: Sheet Title: Project No: Sheet No: Associates NOTES: A243 2110McGrady Acres - EnclaveLot 3 and 6, 95 and 96 Post BlvdBuilding 4 Exterior ElevationsAvon, CO 81620Owner Rev-07/14/21 ToA Rev - 11/16/21 ToA Rev - 12/15/21 No Description Date 1/8" = 1'-0"A243 1 BUILDING 4 - NORTH 1/8" = 1'-0"A243 2 BUILDING 4 - SOUTH 1/8" = 1'-0"A243 4 BUILDING 4 - EAST 1/8" = 1'-0"A243 3 BUILDING 4 - WEST TAB The Architectural Balance 0056 Edwards Village Blvd. Suite 210 Edwards, CO 81632 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com (970) 766-1470 Seal Civil Engineer Structural Engineer Mechanical Engineer Electrical Engineer Revisions: Issue Dates: Sheet Title: Project No: Sheet No: Associates 12/14/2021 5:55:54 PMC:\Users\warner\Documents\2021 McGrady Site Plan_warner@tabassociates.com.rvtA244 2110McGrady Acres - EnclaveLot 3 and 6, 95 and 96 Post BlvdBuilding 4 3D Views Avon, CO 81620Owner Rev-07/14/21 ToA Rev - 11/16/21 ToA Rev - 12/15/21 A244 1 Building 4 Street View NE No Description Date A244 2 Building 4 Street View NW A244 4 Building 4 Street View SE A244 3 Building 4 Street View SW A254 1 A254 3 A2 5 4 2 A 2532A2 5 3 3 LOWER LEVEL 100'-0" (7513.2') LOWER LEVEL 100'-0" (7513.2') LOWER LEVEL 100'-0" (7513.2') LOWER LEVEL 100'-0" (7513.2')1' - 6"ROOF ABOVE LEVEL ABOVE R O O F A B O V E ROOF ABOVE R O O F A B O V E LEVEL ABOVE LE V E L A B O V E LE V E L A B O V E LE V E L A B O V E D E C K A B O V E D E C K A B O V E DECK ABOVE DECK ABOVE 2-CAR GARAGE 102 1-CAR GARAGE 103 MECHANICAL 105 FAMILY ROOM 106 ENTRY 107 BATH 104 B B B+9' +9'+9' ELEVATOR OPTION UP 2 CAR GARAGE 102 MECHANICAL 103 STORAGE 104 ENTRY 105 U P B B B +9'+9'+9'E L E V A T O R O P T IO N 2-CAR GARAGE 102 1-CAR GARAGE 103 MECHANICAL 105 FAMILY ROOM 106 ENTRY 107 BATH 104 B B B +9'+9'+9'E LE V A T O R O P T IO N U P 2-CAR GARAGE 102 1-CAR GARAGE 103 MECHANICAL 105 FAMILY ROOM 106 ENTRY 107 BATH 104 BB B+9' +9'+9' ELEVATOR OPTION UP A254 1 A253 1 A254 3 A2 5 4 2 A 2532A2 5 3 3 MIDDLE BEDS 111'-0" (7524.2') MIDDLE BEDS 111'-0" (7524.2') MIDDLE BEDS 111'-0" (7524.2') MIDDLE BEDS 111'-0" (7524.2') ROOF BELOW ROOF BELOW R O O F B E L O W R O O F B E L O W R O O F A B O V E D E C K A B O V E D E C K A B O V E DECK ABOVE DECK ABOVE MASTER BATH 108 MASTER CLOSET 109 MASTER BED 110 BEDROOM 111 LAUNDRY 112 BATH 113 BATH 114 BEDROOM 115 BEDROOM 116 B+9' ELEVATOR OPTION DN UP MASTER BED 108 MASTER CLOSET 107 LAUNDRY 109 BEDROOM 111 BEDROOM 113 MASTER BATH 106 BATH 112BATH 120 D N U P B +9'E LE V A T O R O P T IO N MASTER BATH 108 MASTER CLOSET 109 MASTER BED 110 BEDROOM 111 LAUNDRY 112 BATH 113 BATH 114 BEDROOM 115 BEDROOM 116 B+9'E LE V A T O R O P T IO N D N U P MASTER BATH 108 MASTER CLOSET 109 MASTER BED 110 BEDROOM 111 LAUNDRY 112 BATH 113 BATH 114 BEDROOM 115 BEDROOM 116 B+9' ELEVATOR OPTION DNUP 1/8"=1'-0" BAR SCALE CLOSET NOTES: SINGLE HANGING: DESIGNATED BY SINGLE DASHED LINE IN CLOSETS TO BE: 16" SHELF @ 7'-0" AFF, 16" SHELF & ROD @ 5'-6" AFF. DOUBLE HANGING: DESIGNATED BY DOUBLE DASHED LINE IN CLOSETS TO BE: 16" SHELF & ROD @ 7'-0" AFF, 12" SHELF & ROD @ 3'-6" AFF. SHELVES @ WALK-IN CLOSETS: 6 - 16" SHELVES @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, SHELF WIDTH TO BE CLOSET WIDTH, LESS 4'-0" OR AS OTHERWISE INDICATED. LINEN SHELVES: 6 SHELVES, WIDTH AS NOTED, @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, FULL CLOSET WIDTH. STORAGE SHELVES: 6 - 16" SHELVES @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, FULL CLOSET WIDTH. GENERAL CLOSET NOTES: 1. ALL SHELVES & VERTICAL DIVIDERS TO BE AC PLYWOOD WITH 1x2 EDGE. SPECIES TO BE SPECIFIED BY DEVELOPER. 2. CLEATS TO BE 1x2 CLEAR PINE. 3. PROVIDE ROD SUPPORTS @ 36" OC MAX. 4. ALL TO BE STAINED TO MATCH CASE & BASE. 2 3 4 1 5 FLOOR PLAN GENERAL NOTES: 1. PATCH EXISTING CONSTRUCTION SCHEDULED TO REMAIN. REPAIRED SURFACES TO BE FLUSH WITH ADJACENT FINISH SURFACES. TO SAME QUALITY AS NEW CONSTRUCTION PRIOR TO INSTALLING NEW FINISHES. REFER TO THE FINISH MANUFACTURER'S GUIDELINES FOR INSTALLATION. 2. PATCH EXISTING FIRE-RATED WALLS, FLOOR CEILINGS, ETC. SO AS TO MAINTAIN THE FIRE- RADIATING. ADD FIRE-SMOKE DAMPERS WHERE NEW DUCTS CROSS. ADD FIRE STOP AT ALL 3. PATCH WALLS AT REMOVED RECEPTACLE OPENINGS SO AS TO RECEIVE SUBSEQUENT WORK. 4. PATCH AND LEVEL FLOOR SUBSTRATES TO RECEIVE NEW WORK AS SCHEDULED. 5. COORDINATE ALL FLOOR CORE DRILLING WITH EXISTING. 6. DO NOT SCALE DRAWINGS. 7. IN ROOMS WITH FLOOR DRAINS, SLOPE CONCRETE SURFACE WITHIN 18" RADIUS AT 1/4" PER FOOT TOWARD FLOOR DRAIN, UNLESS OTHERWISE INDICATED. 8. ALL SPOT ELEVATIONS SHOWN ON THE FLOOR PLANS OUTSIDE THE BUILDING RELATE TO USGS ELEVATIONS. ALL SPOT ELEVATIONS INSIDE THE BUILDING REFER TO BUILDING REFERENCE ELEVATIONS. NOTIFY ARCHITECT IMMEDIATELY SHOULD CONDITIONS BE FOUND CONTRADICTORY TO THESE DRAWINGS. 9. ALL ANGLES SHOWN ON THE FLOOR PLANS ARE 90 DEGREES UNLESS OTHERWISE NOTED. 10. ALL DIMENSIONS ARE TO GRID LINE, FACE OF CONCRETE OR MASONRY, OR FACE OF GYPSUM BOARD, UNLESS OTHERWISE NOTED. 11. ALL FLOOR PLAN DIMENSIONS TO MASONRY ARE NOMINAL DIMENSIONS, UNLESS NOTED AS ACTUAL. 12. "TB" NEW CORK TACKBOARDS OR "MB" NEW MARKERBOARDS 13. PROVIDE EXIT DOOR NUMBERS PER DOOR SIGNAGE SHEET AT ALL EXIT DOORS. TAB The Architectural Balance 0056 Edwards Village Blvd. Suite 210 Edwards, CO 81632 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com (970) 766-1470 Seal Civil Engineer Structural Engineer Mechanical Engineer Electrical Engineer Revisions: Issue Dates: Sheet Title: Project No: Sheet No: Associates NOTES: A251 2110McGrady Acres - EnclaveLot 3 and 6, 95 and 96 Post BlvdBuilding 5 Lower and Middle Level Plans Avon, CO 81620Owner Rev-07/14/21 ToA Rev - 11/16/21 ToA Rev - 12/15/21 No Description Date 1/8" = 1'-0"A251 1 BUILDING 5 - LOWER GARAGE 1/8" = 1'-0"A251 2 BUILDING 5 - MIDDLE BEDS BUILDING NORTH TRUE REFDW DW D WREF REFD W D W REFDWDW A254 1 A253 1 A254 3 A2 5 4 2 A 2532A2 5 3 3 UPPER LIVING 122'-0" (7535.2') UPPER LIVING 122'-0" (7535.2') UPPER LIVING 122'-0" (7535.2') UPPER LIVING 122'-0" (7535.2')22' - 7 1/2"ROOF BELOW R O O F B E LO W ROOF ABOVE ROOF ABOVE ROOF BELOW ROOF ABOVE R O O F A B O V E R O O F A B O V E R O O F B E LO W R O O F B E L O W R O O F A B O V E R O O F A B O V E POWDER 118 LIVING ROOM 120 OFFICE 121 KITCHEN 119 DINING ROOM 122 FP B+9'B+9' ELEVATOR OPTION DN KITCHEN 117 DINING 118 OFFICE 114 POWDER 115 LIVING 119 F P D N B +9'E LE V A T O R O P T IO N POWDER 118 LIVING ROOM 120 OFFICE 121 KITCHEN 119 DINING ROOM 122 F P B +9'B+9'E LE V A T O R O P T IO N D N POWDER 118 LIVING ROOM 120 OFFICE 121 KITCHEN 119 DINING ROOM 122 FP B+9'B+9' ELEVATOR OPTION DN A254 1 A253 1 A254 3 A2 5 4 2 A 2532A2 5 3 3 ROOF PLAN 136'-6" (7549.7') ROOF PLAN 136'-6" (7549.7') ROOF PLAN 136'-6" (7549.7') ROOF PLAN 136'-6" (7549.7')8" / 1'-0"6" / 1'-0"4" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1'-0"4" / 1'-0"8" / 1'-0"4" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0" 8" / 1'-0"8" / 1'-0" 4 " / 1 '- 0 "6" / 1'-0"6" / 1'-0"6" / 1'-0"6" / 1'-0"8 " / 1 '- 0 "8" / 1'-0"8" / 1'-0"8" / 1'-0"R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1R-1 R-1 R-1 R-1 R-1 R-1 R-2 R-1 R-1 R-1 R-1 6" / 1'-0"SOLAR PANEL AREA 220 SF SOLAR PANEL AREA 80 SF SOLAR PANEL AREA 300 SF SOLAR PANEL AREA 300 SF SOLAR PANEL AREA 100 SF SOLAR PANEL AREA 100 SF SOLAR PANEL AREA 100 SF AC PAD AC PADAC PAD AC PAD 6 " / 1 '- 0 " 6 " / 1 '- 0 " 8 " / 1 '- 0 "8" / 1'-0"8 " / 1 '- 0 " 8 " / 1 '- 0 "6" / 1'-0"3" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1'-0" 6" / 1'-0"6" / 1'-0"R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 1/8"=1'-0" BAR SCALE CLOSET NOTES: SINGLE HANGING: DESIGNATED BY SINGLE DASHED LINE IN CLOSETS TO BE: 16" SHELF @ 7'-0" AFF, 16" SHELF & ROD @ 5'-6" AFF. DOUBLE HANGING: DESIGNATED BY DOUBLE DASHED LINE IN CLOSETS TO BE: 16" SHELF & ROD @ 7'-0" AFF, 12" SHELF & ROD @ 3'-6" AFF. SHELVES @ WALK-IN CLOSETS: 6 - 16" SHELVES @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, SHELF WIDTH TO BE CLOSET WIDTH, LESS 4'-0" OR AS OTHERWISE INDICATED. LINEN SHELVES: 6 SHELVES, WIDTH AS NOTED, @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, FULL CLOSET WIDTH. STORAGE SHELVES: 6 - 16" SHELVES @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, FULL CLOSET WIDTH. GENERAL CLOSET NOTES: 1. ALL SHELVES & VERTICAL DIVIDERS TO BE AC PLYWOOD WITH 1x2 EDGE. SPECIES TO BE SPECIFIED BY DEVELOPER. 2. CLEATS TO BE 1x2 CLEAR PINE. 3. PROVIDE ROD SUPPORTS @ 36" OC MAX. 4. ALL TO BE STAINED TO MATCH CASE & BASE. 2 3 4 1 5 FLOOR PLAN GENERAL NOTES: 1. PATCH EXISTING CONSTRUCTION SCHEDULED TO REMAIN. REPAIRED SURFACES TO BE FLUSH WITH ADJACENT FINISH SURFACES. TO SAME QUALITY AS NEW CONSTRUCTION PRIOR TO INSTALLING NEW FINISHES. REFER TO THE FINISH MANUFACTURER'S GUIDELINES FOR INSTALLATION. 2. PATCH EXISTING FIRE-RATED WALLS, FLOOR CEILINGS, ETC. SO AS TO MAINTAIN THE FIRE- RADIATING. ADD FIRE-SMOKE DAMPERS WHERE NEW DUCTS CROSS. ADD FIRE STOP AT ALL 3. PATCH WALLS AT REMOVED RECEPTACLE OPENINGS SO AS TO RECEIVE SUBSEQUENT WORK. 4. PATCH AND LEVEL FLOOR SUBSTRATES TO RECEIVE NEW WORK AS SCHEDULED. 5. COORDINATE ALL FLOOR CORE DRILLING WITH EXISTING. 6. DO NOT SCALE DRAWINGS. 7. IN ROOMS WITH FLOOR DRAINS, SLOPE CONCRETE SURFACE WITHIN 18" RADIUS AT 1/4" PER FOOT TOWARD FLOOR DRAIN, UNLESS OTHERWISE INDICATED. 8. ALL SPOT ELEVATIONS SHOWN ON THE FLOOR PLANS OUTSIDE THE BUILDING RELATE TO USGS ELEVATIONS. ALL SPOT ELEVATIONS INSIDE THE BUILDING REFER TO BUILDING REFERENCE ELEVATIONS. NOTIFY ARCHITECT IMMEDIATELY SHOULD CONDITIONS BE FOUND CONTRADICTORY TO THESE DRAWINGS. 9. ALL ANGLES SHOWN ON THE FLOOR PLANS ARE 90 DEGREES UNLESS OTHERWISE NOTED. 10. ALL DIMENSIONS ARE TO GRID LINE, FACE OF CONCRETE OR MASONRY, OR FACE OF GYPSUM BOARD, UNLESS OTHERWISE NOTED. 11. ALL FLOOR PLAN DIMENSIONS TO MASONRY ARE NOMINAL DIMENSIONS, UNLESS NOTED AS ACTUAL. 12. "TB" NEW CORK TACKBOARDS OR "MB" NEW MARKERBOARDS 13. PROVIDE EXIT DOOR NUMBERS PER DOOR SIGNAGE SHEET AT ALL EXIT DOORS. ROOF FINISH LEGEND NOTES: 1. HATCHED AREAS INDICATE OVERBUILT ROOF & CRICKETS, RE: STRUCTURAL 2. ALL GUTTERS & DOWNSPOUTS TO RECEIVE HEAT TAPE FOR ENTIRE LENGTH, RE: DIAGRAM ON ELECTRICAL PLANS 3. T.O. RIDGE ELEVATIONS GIVEN AT TOP OF ROOF SHEATHING 4. CONTRACTOR TO VERIFY CHIMNEY DIMENSIONS WITH FIREPLACE MANUFACTURERS' REQUIREMENTS R-1 TAMKO ASPHALT SHINGLES, HERITAGE PREMIUM, COLOR: NATURAL TIMBER R-2 COPPER STANDING SEAM ROOF SEE SYSTEM NOTES SHEET A0.1 COPPER FLASHING, GUTTERS, AND DOWNSPOUTS OVERHANGS ARE 2'-0" FROM FACE OF FRAMING TYP. U.N.O. CHIMNEY CAP - 6" SANDSTONE CAP ROOF BEAMS - ROUGH SAWN TIMBER TAB The Architectural Balance 0056 Edwards Village Blvd. Suite 210 Edwards, CO 81632 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com (970) 766-1470 Seal Civil Engineer Structural Engineer Mechanical Engineer Electrical Engineer Revisions: Issue Dates: Sheet Title: Project No: Sheet No: Associates NOTES: A252 2110McGrady Acres - EnclaveLot 3 and 6, 95 and 96 Post BlvdBuilding 5 Upper and Roof Plans Avon, CO 81620Owner Rev-07/14/21 ToA Rev - 11/16/21 ToA Rev - 12/15/21 No Description Date 1/8" = 1'-0"A252 1 BUILDING 5 - UPPER LIVING 1/8" = 1'-0"A252 2 BUILDING 5 - ROOF PLAN BUILDING NORTH TRUE LOWER GARAGE 0'-0" (7513.2) MIDDLE BEDS 11'-0" (7524.2) UPPER LIVING 22'-0 (7535.2) T.O. ROOF 36'-6" (7549.7) R-1R-1 EXISTING GRADE PROPOSED GRADE EXISTING GRADE MAX BUILDING HEIGHT L L LL L L X-1 X-1 X-2 X-1 X-2 X-2 R-2 R-1 R-1 R-1 R-1 X-2 X-3 X-3X-3 R-28" / 1'-0"6 " / 1 '-0 "6" / 1'-0"4" / 1'-0"8" / 1'-0"8" / 1'-0" 1 0" / 1'-0"10" / 1'-0"10" / 1'-0"1 0" / 1'-0" LOWER GARAGE 0'-0" (7513.2) MIDDLE BEDS 11'-0" (7524.2) UPPER LIVING 22'-0 (7535.2) T.O. ROOF 36'-6" (7549.7) EXISTING GRADE PROPOSED GRADE EXISTING GRADE MAX BUILDING HEIGHT R-1 R-1 EXISTING GRADE PROPOSED GRADE EXISTING GRADE MAX BUILDING HEIGHT LOWER -GARAGE 100' -0" MIDDLE -BEDS 111' -0" UPPER -LIVING 121' -0" PARAPET 133' -6" ROOF PLAN 136' -6" X-2 X-1X-1X-2 X-3 X-3 X-3 X-3 X-2 R-1 X-2 X-2 R-2 6 " / 1 '-0 "6" / 1'-0"4" / 1'-0"10" / 1'-0"1 0" / 1'-0"10" / 1'-0"1 0" / 1'-0" 1/8"=1'-0" BAR SCALE EXTERIOR MATERIAL LEGEND: X-1 DAVINCI SYNTHETIC SHAKES X-2 1X10 WOOD LAP SIDING X-3 NEW DRY STACK BROWN MOSSROCK R-1 DAVINCI SYNTHETIC SHAKES, R-2 BERRIDGE TEE-PANEL STANDING SEAM METAL ROOF, BERRIDGE DARK BRONZE KYNAR 500 CORNER TRIM - 3X6 AND 3X8 RS WD FASCIA 2X8 RS WD OVER 2X8 RS WD COIL COATED METAL FLASHING, GUTTERS AND DOWNSPOUTS RS WD TIMBERS 6X10 RS WD HEADERS IN STONE WALLS 3X8 RS WD HEADERS IN WOOD WALLS 3X4 RS WD WINDOW TRIM IN WOOD EXTERIOR ELEVATION GENERAL NOTES: 1. EXTERIOR FINISHES INDICATED ON ELEVATIONS SEE "EXTERIOR MATERIAL LEGEND" FOR MATERIALS. 2. RFERENCE ROOF PLAN FOR LOCATIONS OF ROOF COMPONENETS NOT INDICATED ON EXTERIOR ELEVATIONS. 3. REFER TO MEP AND STRUCTURAL DRAWINGS FOR ANY ADDITIONAL WORK. 4. ASSUME ALL PAINTED SURFACES WILL BE REPAINTED. THIS INCLUDES BUT IS NOT LIMITED TO: DOORS, DOOR FRAMES, WINDOW FRAMES, AND HEADERS, CEILINGS, HANDRAILS, EXPOSED MECHANICAL, CMU ACCENTS, SOFFITS, STRUCTURAL BEAMS, AND ETC. 5. PROVIDE ALLOWANCE TO SEAL AND CAULK VARIOUS WALL PENERTRATIONS ANS HOLES AROUND EXTERIOR PERIMETER OF BUIDLING, SIMILAR AREAS SUCH AS HOSE BIBS, PIPES, ETC. 6. PROVIDE ALLOWANCE TO REVIEW ALL EXPOSED ELECTRICAL CONDUIT TO DETERMINE FEASIBILITY TO REMOVE OR RELOCATE. INCLUDE IN ALLOWANCE LABOR AND MATERIALS TO REMOVE OR RELOCATE. 7. SEE CIVIL PLANS FOR NOTE TO RESEAL ALL HORIZONTAL CONCRETE AND ASPHALT JOINTS AT BUILDING. 8. WHEN A PORTION OF A WALL IS PAINTED ASSUME THE ENTIRE WALL IS PAINTED TO INSIDE OR OUTSIDE CORNERS. 9. DO NOT SCALE DRAWINGS. 10. ALL ANGLES SHOWN ON THE FLOOR PLANS ARE 90 DEGREES UNLESS NOTED OTHERWISE. TAB The Architectural Balance 0056 Edwards Village Blvd. Suite 210 Edwards, CO 81632 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com (970) 766-1470 Seal Civil Engineer Structural Engineer Mechanical Engineer Electrical Engineer Revisions: Issue Dates: Sheet Title: Project No: Sheet No: Associates NOTES: A253 2110McGrady Acres - EnclaveLot 3 and 6, 95 and 96 Post BlvdBuilding 5 Exterior ElevationsAvon, CO 81620Owner Rev-07/14/21 ToA Rev - 11/16/21 ToA Rev - 12/15/21 No Description Date 1/8" = 1'-0"A253 1 BUILDING 5 - NORTH 1/8" = 1'-0"A253 2 BUILDING 5 - NORTH EAST 1/8" = 1'-0"A253 3 BUILDING 5 - NORTH WEST EXISTING GRADE PROPOSED GRADE R-1 EXISTING GRADE MAX BUILDING HEIGHT LOWER GARAGE 0'-0" (7513.2) MIDDLE BEDS 11'-0" (7524.2) UPPER LIVING 21'-0 (7534.2) T.O. ROOF 36'-6" (7549.7) LOWER GARAGE 0'-0" (7513.2) MIDDLE BEDS 11'-0" (7524.2) UPPER LIVING 21'-0 (7534.2) T.O. ROOF 36'-6" (7549.7) L L LL L L X-3 X-3 X-2 X-2 X-1 X-1 X-2X-2 X-2 R-1R-1R-1 X-2 8" / 1'-0"8 " / 1 '-0 "8" / 1'-0"4 " / 1'- 0 " R-2 EXISTING GRADE PROPOSED GRADE R-1 EXISTING GRADE MAX BUILDING HEIGHT LOWER -GARAGE 100' -0" MIDDLE -BEDS 111' -0" UPPER -LIVING 121' -0" PARAPET 133' -6" ROOF PLAN 136' -6" L L L L LL X-2 X-3X-3 X-2 X-2 X-2 X-2 R-2 X-1X-1X-2 R-1 R-1 R-1 6" / 1'-0" 6 " / 1 '-0 "8" / 1'-0"8" / 1'-0" 8" / 1'-0"8 " / 1 '-0 "LOWER GARAGE 0'-0" (7513.2) MIDDLE BEDS 11'-0" (7524.2) UPPER LIVING 22'-0 (7535.2) T.O. ROOF 36'-6" (7549.7) EXISTING GRADE PROPOSED GRADE EXISTING GRADE MAX BUILDING HEIGHT X-1X-1 R-1 R-1 R-1 R-1 R-1 X-1 X-2 X-3 X-3 R-1R-1 X-3 8" / 1'-0"8 " / 1 '-0 "6" / 1'-0"10" / 1'-0"L 1/8"=1'-0" BAR SCALE EXTERIOR MATERIAL LEGEND: X-1 DAVINCI SYNTHETIC SHAKES X-2 1X10 WOOD LAP SIDING X-3 NEW DRY STACK BROWN MOSSROCK R-1 DAVINCI SYNTHETIC SHAKES, R-2 BERRIDGE TEE-PANEL STANDING SEAM METAL ROOF, BERRIDGE DARK BRONZE KYNAR 500 CORNER TRIM - 3X6 AND 3X8 RS WD FASCIA 2X8 RS WD OVER 2X8 RS WD COIL COATED METAL FLASHING, GUTTERS AND DOWNSPOUTS RS WD TIMBERS 6X10 RS WD HEADERS IN STONE WALLS 3X8 RS WD HEADERS IN WOOD WALLS 3X4 RS WD WINDOW TRIM IN WOOD EXTERIOR ELEVATION GENERAL NOTES: 1. EXTERIOR FINISHES INDICATED ON ELEVATIONS SEE "EXTERIOR MATERIAL LEGEND" FOR MATERIALS. 2. RFERENCE ROOF PLAN FOR LOCATIONS OF ROOF COMPONENETS NOT INDICATED ON EXTERIOR ELEVATIONS. 3. REFER TO MEP AND STRUCTURAL DRAWINGS FOR ANY ADDITIONAL WORK. 4. ASSUME ALL PAINTED SURFACES WILL BE REPAINTED. THIS INCLUDES BUT IS NOT LIMITED TO: DOORS, DOOR FRAMES, WINDOW FRAMES, AND HEADERS, CEILINGS, HANDRAILS, EXPOSED MECHANICAL, CMU ACCENTS, SOFFITS, STRUCTURAL BEAMS, AND ETC. 5. PROVIDE ALLOWANCE TO SEAL AND CAULK VARIOUS WALL PENERTRATIONS ANS HOLES AROUND EXTERIOR PERIMETER OF BUIDLING, SIMILAR AREAS SUCH AS HOSE BIBS, PIPES, ETC. 6. PROVIDE ALLOWANCE TO REVIEW ALL EXPOSED ELECTRICAL CONDUIT TO DETERMINE FEASIBILITY TO REMOVE OR RELOCATE. INCLUDE IN ALLOWANCE LABOR AND MATERIALS TO REMOVE OR RELOCATE. 7. SEE CIVIL PLANS FOR NOTE TO RESEAL ALL HORIZONTAL CONCRETE AND ASPHALT JOINTS AT BUILDING. 8. WHEN A PORTION OF A WALL IS PAINTED ASSUME THE ENTIRE WALL IS PAINTED TO INSIDE OR OUTSIDE CORNERS. 9. DO NOT SCALE DRAWINGS. 10. ALL ANGLES SHOWN ON THE FLOOR PLANS ARE 90 DEGREES UNLESS NOTED OTHERWISE. TAB The Architectural Balance 0056 Edwards Village Blvd. Suite 210 Edwards, CO 81632 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com (970) 766-1470 Seal Civil Engineer Structural Engineer Mechanical Engineer Electrical Engineer Revisions: Issue Dates: Sheet Title: Project No: Sheet No: Associates NOTES: A254 2110McGrady Acres - EnclaveLot 3 and 6, 95 and 96 Post BlvdBuilding 5 Exterior ElevationsAvon, CO 81620Owner Rev-07/14/21 ToA Rev - 11/16/21 ToA Rev - 12/15/21 No Description Date 1/8" = 1'-0"A254 1 BUILDING 5 - SOUTH 1/8" = 1'-0"A254 2 BUILDING 5 - SOUTH EAST 1/8" = 1'-0"A254 3 BUILDING 5 - WEST TAB The Architectural Balance 0056 Edwards Village Blvd. Suite 210 Edwards, CO 81632 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com (970) 766-1470 Seal Civil Engineer Structural Engineer Mechanical Engineer Electrical Engineer Revisions: Issue Dates: Sheet Title: Project No: Sheet No: Associates 12/14/2021 5:56:11 PMC:\Users\warner\Documents\2021 McGrady Site Plan_warner@tabassociates.com.rvtA255 2110McGrady Acres - EnclaveLot 3 and 6, 95 and 96 Post BlvdBuilding 5 3D Views Avon, CO 81620Owner Rev-07/14/21 ToA Rev - 11/16/21 ToA Rev - 12/15/21 A255 3 Building 5 Street View S A255 2 Building 5 Street View SE A255 1 Building 5 Street View N A255 4 Building 5 Street View W No Description Date A2631A2634A2632A2633LOWER LEVEL 100'-0" (7510.1') LOWER LEVEL 100'-0" (7509.9') LOWER LEVEL 100'-0" (7510.8') LOWER LEVEL 100'-0" (7511.5') ROOF ABOVE ROOF ABOVE LEVEL ABOVE LEVEL ABOVE LEVEL ABOVE LEVEL ABOVE LEVEL ABOVEDECK ABOVE DECK ABOVE DECK ABOVE DECK ABOVE 2 CAR GARAGE 102 MECHANICAL 103 STORAGE 104 ENTRY 105 UP B B B +9' +9' +9' ELEVATOR OPTION 2-CAR GARAGE 102 1-CAR GARAGE 103 MECHANICAL 105 FAMILY ROOM 106 ENTRY 107 BATH 104 B B B+9' +9'+9' ELEVATOR OPTION UP 2-CAR GARAGE 102 1-CAR GARAGE 103 MECHANICAL 105 FAMILY ROOM 106 ENTRY 107 BATH 104 B B B+9' +9'+9' ELEVATOR OPTION UP 2-CAR GARAGE 102 1-CAR GARAGE 103 MECHANICAL 105 FAMILY ROOM 106 ENTRY 107 BATH 104 BB B+9' +9'+9' ELEVATOR OPTION UP A2631A2634A2632A2633MIDDLE BEDS 111'-0" (7521.1') MIDDLE BEDS 111'-0" (7520.9') MIDDLE BEDS 111'-0" (7521.8') MIDDLE BEDS 111'-0" (7522.5') 10" / 1'-0"10" / 1'-0" 10" / 1'-0"10" / 1'-0" 10" / 1'-0"10" / 1'-0" 10" / 1'-0"10" / 1'-0" ROOF BELOW ROOF BELOW ROOF BELOW ROOF BELOW ROOF ABOVE DECK ABOVE DECK ABOVE DECK ABOVE ROOF ABOVE DECK ABOVE MASTER BED 108 MASTER CLOSET 107 LAUNDRY 109 BEDROOM 111 BEDROOM 113 MASTER BATH 106 BATH 112 BATH 120 DN UP B+9' ELEVATOR OPTION MASTER BATH 108 MASTER CLOSET 109 MASTER BED 110 BEDROOM 111 LAUNDRY 112 BATH 113 BATH 114 BEDROOM 115 BEDROOM 116 B+9' ELEVATOR OPTION DN UP MASTER BATH 108 MASTER CLOSET 109 MASTER BED 110 BEDROOM 111 LAUNDRY 112 BATH 113 BATH 114 BEDROOM 115 BEDROOM 116 B+9' ELEVATOR OPTION DN UP MASTER BATH 108 MASTER CLOSET 109 MASTER BED 110 BEDROOM 111 LAUNDRY 112 BATH 113 BATH 114 BEDROOM 115 BEDROOM 116 B+9' ELEVATOR OPTION DNUP 1/8"=1'-0" BAR SCALE CLOSET NOTES: SINGLE HANGING: DESIGNATED BY SINGLE DASHED LINE IN CLOSETS TO BE: 16" SHELF @ 7'-0" AFF, 16" SHELF & ROD @ 5'-6" AFF. DOUBLE HANGING: DESIGNATED BY DOUBLE DASHED LINE IN CLOSETS TO BE: 16" SHELF & ROD @ 7'-0" AFF, 12" SHELF & ROD @ 3'-6" AFF. SHELVES @ WALK-IN CLOSETS: 6 - 16" SHELVES @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, SHELF WIDTH TO BE CLOSET WIDTH, LESS 4'-0" OR AS OTHERWISE INDICATED. LINEN SHELVES: 6 SHELVES, WIDTH AS NOTED, @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, FULL CLOSET WIDTH. STORAGE SHELVES: 6 - 16" SHELVES @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, FULL CLOSET WIDTH. GENERAL CLOSET NOTES: 1. ALL SHELVES & VERTICAL DIVIDERS TO BE AC PLYWOOD WITH 1x2 EDGE. SPECIES TO BE SPECIFIED BY DEVELOPER. 2. CLEATS TO BE 1x2 CLEAR PINE. 3. PROVIDE ROD SUPPORTS @ 36" OC MAX. 4. ALL TO BE STAINED TO MATCH CASE & BASE. 2 3 4 1 5 FLOOR PLAN GENERAL NOTES: 1. PATCH EXISTING CONSTRUCTION SCHEDULED TO REMAIN. REPAIRED SURFACES TO BE FLUSH WITH ADJACENT FINISH SURFACES. TO SAME QUALITY AS NEW CONSTRUCTION PRIOR TO INSTALLING NEW FINISHES. REFER TO THE FINISH MANUFACTURER'S GUIDELINES FOR INSTALLATION. 2. PATCH EXISTING FIRE-RATED WALLS, FLOOR CEILINGS, ETC. SO AS TO MAINTAIN THE FIRE- RADIATING. ADD FIRE-SMOKE DAMPERS WHERE NEW DUCTS CROSS. ADD FIRE STOP AT ALL 3. PATCH WALLS AT REMOVED RECEPTACLE OPENINGS SO AS TO RECEIVE SUBSEQUENT WORK. 4. PATCH AND LEVEL FLOOR SUBSTRATES TO RECEIVE NEW WORK AS SCHEDULED. 5. COORDINATE ALL FLOOR CORE DRILLING WITH EXISTING. 6. DO NOT SCALE DRAWINGS. 7. IN ROOMS WITH FLOOR DRAINS, SLOPE CONCRETE SURFACE WITHIN 18" RADIUS AT 1/4" PER FOOT TOWARD FLOOR DRAIN, UNLESS OTHERWISE INDICATED. 8. ALL SPOT ELEVATIONS SHOWN ON THE FLOOR PLANS OUTSIDE THE BUILDING RELATE TO USGS ELEVATIONS. ALL SPOT ELEVATIONS INSIDE THE BUILDING REFER TO BUILDING REFERENCE ELEVATIONS. NOTIFY ARCHITECT IMMEDIATELY SHOULD CONDITIONS BE FOUND CONTRADICTORY TO THESE DRAWINGS. 9. ALL ANGLES SHOWN ON THE FLOOR PLANS ARE 90 DEGREES UNLESS OTHERWISE NOTED. 10. ALL DIMENSIONS ARE TO GRID LINE, FACE OF CONCRETE OR MASONRY, OR FACE OF GYPSUM BOARD, UNLESS OTHERWISE NOTED. 11. ALL FLOOR PLAN DIMENSIONS TO MASONRY ARE NOMINAL DIMENSIONS, UNLESS NOTED AS ACTUAL. 12. "TB" NEW CORK TACKBOARDS OR "MB" NEW MARKERBOARDS 13. PROVIDE EXIT DOOR NUMBERS PER DOOR SIGNAGE SHEET AT ALL EXIT DOORS. TAB The Architectural Balance 0056 Edwards Village Blvd. Suite 210 Edwards, CO 81632 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com (970) 766-1470 Seal Civil Engineer Structural Engineer Mechanical Engineer Electrical Engineer Revisions: Issue Dates: Sheet Title: Project No: Sheet No: Associates NOTES: A261 2110McGrady Acres - EnclaveLot 3 and 6, 95 and 96 Post BlvdBuilding 6 Lower and Middle Plans Avon, CO 81620Owner Rev-07/14/21 ToA Rev - 11/16/21 ToA Rev - 12/15/21 No Description Date 1/8" = 1'-0"A261 1 BUILDING 6 - LOWER GARAGE 1/8" = 1'-0"A261 2 BUILDING 6 - MIDDLE BEDS BUILDING NORTH T RUE DWREF REFDW DW REFDW DW REFDWDW A2631A2634A2632A2633UPPER LIVING 122'-0" (7533.5') UPPER LIVING 122'-0" (7532.8') UPPER LIVING 122'-0" (7531.9') UPPER LIVING 122'-0" (7532.1') ROOF BELOW ROOF BELOW ROOF BELOW ROOF BELOW ROOF BELOW ROOF ABOVE ROOF ABOVE ROOF ABOVE ROOF ABOVE ROOF ABOVE ROOF ABOVE KITCHEN 117 DINING 118 OFFICE 114 POWDER 115 LIVING 119 FP DN B+9' ELEVATOR OPTION POWDER 118 LIVING ROOM 120 OFFICE 121 KITCHEN 119 DINING ROOM 122 FP B+9'B+9' ELEVATOR OPTION DN POWDER 118 LIVING ROOM 120 OFFICE 121 KITCHEN 119 DINING ROOM 122 FP B+9'B+9' ELEVATOR OPTION DN POWDER 118 LIVING ROOM 120 OFFICE 121 KITCHEN 119 DINING ROOM 122 FP B+9'B+9' ELEVATOR OPTION DN A2631A2634A2632A2633ROOF PLAN 136'-6" (7546.6') ROOF PLAN 136'-6" (7546.4') ROOF PLAN 136'-6" (7547.3') ROOF PLAN 136'-6" (7548.0') 8" / 1'-0"8" / 1'-0"6" / 1'-0"4" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1'-0"6" / 1'-0" 6" / 1'-0" 6" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0" 8" / 1'-0"8" / 1'-0" R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1R-1R-1 R-1 R-1 R-1 R-1 6" / 1'-0" R-1R-1 R-1 R-1 R-2 R-1 R-1 R-1 6" / 1'-0" R-1 AC PAD SOLAR PANEL AREA 200 SF SOLAR PANEL AREA 100 SF SOLAR PANEL AREA 300 SF SOLAR PANEL AREA 150 SF SOLAR PANEL AREA 150 SF SOLAR PANEL AREA 80 SF SOLAR PANEL AREA 100 SF SOLAR PANEL AREA 120 SF AC PAD AC PAD AC PAD 6" / 1'-0"6" / 1'-0"3" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"6" / 1'-0"6" / 1'-0"1/8"=1'-0" BAR SCALE CLOSET NOTES: SINGLE HANGING: DESIGNATED BY SINGLE DASHED LINE IN CLOSETS TO BE: 16" SHELF @ 7'-0" AFF, 16" SHELF & ROD @ 5'-6" AFF. DOUBLE HANGING: DESIGNATED BY DOUBLE DASHED LINE IN CLOSETS TO BE: 16" SHELF & ROD @ 7'-0" AFF, 12" SHELF & ROD @ 3'-6" AFF. SHELVES @ WALK-IN CLOSETS: 6 - 16" SHELVES @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, SHELF WIDTH TO BE CLOSET WIDTH, LESS 4'-0" OR AS OTHERWISE INDICATED. LINEN SHELVES: 6 SHELVES, WIDTH AS NOTED, @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, FULL CLOSET WIDTH. STORAGE SHELVES: 6 - 16" SHELVES @ 1'-2" OC, 1st SHELF @ 1'-2" AFF, FULL CLOSET WIDTH. GENERAL CLOSET NOTES: 1. ALL SHELVES & VERTICAL DIVIDERS TO BE AC PLYWOOD WITH 1x2 EDGE. SPECIES TO BE SPECIFIED BY DEVELOPER. 2. CLEATS TO BE 1x2 CLEAR PINE. 3. PROVIDE ROD SUPPORTS @ 36" OC MAX. 4. ALL TO BE STAINED TO MATCH CASE & BASE. 2 3 4 1 5 FLOOR PLAN GENERAL NOTES: 1. PATCH EXISTING CONSTRUCTION SCHEDULED TO REMAIN. REPAIRED SURFACES TO BE FLUSH WITH ADJACENT FINISH SURFACES. TO SAME QUALITY AS NEW CONSTRUCTION PRIOR TO INSTALLING NEW FINISHES. REFER TO THE FINISH MANUFACTURER'S GUIDELINES FOR INSTALLATION. 2. PATCH EXISTING FIRE-RATED WALLS, FLOOR CEILINGS, ETC. SO AS TO MAINTAIN THE FIRE- RADIATING. ADD FIRE-SMOKE DAMPERS WHERE NEW DUCTS CROSS. ADD FIRE STOP AT ALL 3. PATCH WALLS AT REMOVED RECEPTACLE OPENINGS SO AS TO RECEIVE SUBSEQUENT WORK. 4. PATCH AND LEVEL FLOOR SUBSTRATES TO RECEIVE NEW WORK AS SCHEDULED. 5. COORDINATE ALL FLOOR CORE DRILLING WITH EXISTING. 6. DO NOT SCALE DRAWINGS. 7. IN ROOMS WITH FLOOR DRAINS, SLOPE CONCRETE SURFACE WITHIN 18" RADIUS AT 1/4" PER FOOT TOWARD FLOOR DRAIN, UNLESS OTHERWISE INDICATED. 8. ALL SPOT ELEVATIONS SHOWN ON THE FLOOR PLANS OUTSIDE THE BUILDING RELATE TO USGS ELEVATIONS. ALL SPOT ELEVATIONS INSIDE THE BUILDING REFER TO BUILDING REFERENCE ELEVATIONS. NOTIFY ARCHITECT IMMEDIATELY SHOULD CONDITIONS BE FOUND CONTRADICTORY TO THESE DRAWINGS. 9. ALL ANGLES SHOWN ON THE FLOOR PLANS ARE 90 DEGREES UNLESS OTHERWISE NOTED. 10. ALL DIMENSIONS ARE TO GRID LINE, FACE OF CONCRETE OR MASONRY, OR FACE OF GYPSUM BOARD, UNLESS OTHERWISE NOTED. 11. ALL FLOOR PLAN DIMENSIONS TO MASONRY ARE NOMINAL DIMENSIONS, UNLESS NOTED AS ACTUAL. 12. "TB" NEW CORK TACKBOARDS OR "MB" NEW MARKERBOARDS 13. PROVIDE EXIT DOOR NUMBERS PER DOOR SIGNAGE SHEET AT ALL EXIT DOORS. ROOF FINISH LEGEND NOTES: 1. HATCHED AREAS INDICATE OVERBUILT ROOF & CRICKETS, RE: STRUCTURAL 2. ALL GUTTERS & DOWNSPOUTS TO RECEIVE HEAT TAPE FOR ENTIRE LENGTH, RE: DIAGRAM ON ELECTRICAL PLANS 3. T.O. RIDGE ELEVATIONS GIVEN AT TOP OF ROOF SHEATHING 4. CONTRACTOR TO VERIFY CHIMNEY DIMENSIONS WITH FIREPLACE MANUFACTURERS' REQUIREMENTS R-1 TAMKO ASPHALT SHINGLES, HERITAGE PREMIUM, COLOR: NATURAL TIMBER R-2 COPPER STANDING SEAM ROOF SEE SYSTEM NOTES SHEET A0.1 COPPER FLASHING, GUTTERS, AND DOWNSPOUTS OVERHANGS ARE 2'-0" FROM FACE OF FRAMING TYP. U.N.O. CHIMNEY CAP - 6" SANDSTONE CAP ROOF BEAMS - ROUGH SAWN TIMBER TAB The Architectural Balance 0056 Edwards Village Blvd. Suite 210 Edwards, CO 81632 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com (970) 766-1470 Seal Civil Engineer Structural Engineer Mechanical Engineer Electrical Engineer Revisions: Issue Dates: Sheet Title: Project No: Sheet No: Associates NOTES: A262 2110McGrady Acres - EnclaveLot 3 and 6, 95 and 96 Post BlvdBuilding 6 Upper and Roof Plans Avon, CO 81620Owner Rev-07/14/21 ToA Rev - 11/16/21 ToA Rev - 12/15/21 No Description Date 1/8" = 1'-0"A262 1 BUILDING 6 - UPPER LIVING 1/8" = 1'-0"A262 2 BUILDING 6 - ROOF PLAN BUILDING NORTH T RUE LOWER GARAGE 0'-0" (7510.1) MIDDLE BEDS 11'-0" (7521.1) UPPER LIVING 22'-0 (7532.1) T.O. ROOF 36'-6" (7546.6) LOWER GARAGE 0'-0" (7511.5) MIDDLE BEDS 11'-0" (7522.5) UPPER LIVING 21'-0 (7532.5) T.O. ROOF 36'-6" (7548.0) R-1 R-1R-1 EXISTING GRADE PROPOSED GRADE EXISTING GRADE MAX BUILDING HEIGHT L L L L L L L L L L L R-1 R-1 R-1 R-1 X-3 X-3 X-3 X-2 X-1 X-2 X-1 X-2 X-2 X-3 X-1 X-2 X-2 X-2 R-2R-2R-2 X-2 X-1 X-2 X-1 X-3 X-3 X-3 X-2 X-2 8" / 1'-0"8" / 1'-0"4" / 1'-0"6" / 1'-0" 6 " / 1 '-0 "8" / 1'-0"6" / 1'-0"8" / 1'-0"6 " / 1 '-0 "6" / 1'-0"10" / 1'-0"1 0" / 1'-0"10" / 1'-0"1 0" / 1'-0"10" / 1'-0"1 0" / 1'-0"10" / 1'-0"1 0" / 1'-0" LOWER GARAGE 0'-0" (7511.5) MIDDLE BEDS 11'-0" (7522.5) UPPER LIVING 22'-0 (7533.5) T.O. ROOF 36'-6" (7548.0) LOWER GARAGE 0'-0" (7510.1) MIDDLE BEDS 11'-0" (7521.1) UPPER LIVING 22'-0 (7532.1) T.O. ROOF 36'-6" (7546.6) EXISTING GRADE PROPOSED GRADE EXISTING GRADE MAX BUILDING HEIGHT LOWER GARAGE 0'-0" (7511.5) MIDDLE BEDS 11'-0" (7522.5) UPPER LIVING 21'-0 (7532.5) T.O. ROOF 37'-6" (7549.0) LOWER GARAGE 0'-0" (7510.1) MIDDLE BEDS 11'-0" (7521.1) UPPER LIVING 21'-0 (7531.1) T.O. ROOF 36'-6" (7546.6) L L L L L L L L L L L L X-2 X-2 X-3 X-1X-2 R-1 R-1 R-1 X-3 X-2 X-2 X-1 X-2 ?X-1 X-1 X-2 X-3 X-2 X-2 X-3 X-2 X-2 R-1 X-1 X-2 X-3 R-1 R-2 6" / 1'-0"6 " / 1 '-0 "8" / 1'-0"8" / 1'-0"8" / 1'-0"8 " / 1 '-0 "8" / 1'-0"8" / 1'-0"3" / 1'-0"8 " / 1 '-0 "LOWER GARAGE 0'-0" (7510.1) MIDDLE BEDS 11'-0" (7521.1) UPPER LIVING 22'-0 (7532.1) T.O. ROOF 36'-6" (7546.6) EXISTING GRADE PROPOSED GRADE EXISTING GRADE MAX BUILDING HEIGHT LLL L X-3 X-3 X-3 X-3 X-1 X-2 X-1 X-1 X-1 X-2 X-1 R-1R-1 R-1 X-1 X-2 X-3 X-3 X-1 R-1 R-1R-1R-1R-1R-1 R-1 8" / 1'-0"8 " / 1 '-0 "6" / 1'-0"3 " / 1 '-0 "10" / 1'-0"6" / 1'-0"L L LOWER GARAGE 0'-0" (7511.5) MIDDLE BEDS 11'-0" (7522.5) UPPER LIVING 22'-0 (7533.5) T.O. ROOF 36'-6" (7548.0)R-1 EXISTING GRADE PROPOSED GRADE EXISTING GRADE MAX BUILDING HEIGHT L R-1 R-1R-1 R-1 R-1 R-1 R-1 R-1 R-1 R-1 X-1 X-2 X-1 X-2 X-3 X-3X-3 X-3 X-2 X-2 X-2X-1X-1X-1 X-2 X-2 X-2 X-3X-3X-3X-3 3 " / 1 '-0 "10" / 1'-0"6" / 1'-0"6" / 1'-0"1/8"=1'-0" BAR SCALE EXTERIOR MATERIAL LEGEND: X-1 DAVINCI SYNTHETIC SHAKES X-2 1X10 WOOD LAP SIDING X-3 NEW DRY STACK BROWN MOSSROCK R-1 DAVINCI SYNTHETIC SHAKES, R-2 BERRIDGE TEE-PANEL STANDING SEAM METAL ROOF, BERRIDGE DARK BRONZE KYNAR 500 CORNER TRIM - 3X6 AND 3X8 RS WD FASCIA 2X8 RS WD OVER 2X8 RS WD COIL COATED METAL FLASHING, GUTTERS AND DOWNSPOUTS RS WD TIMBERS 6X10 RS WD HEADERS IN STONE WALLS 3X8 RS WD HEADERS IN WOOD WALLS 3X4 RS WD WINDOW TRIM IN WOOD EXTERIOR ELEVATION GENERAL NOTES: 1. EXTERIOR FINISHES INDICATED ON ELEVATIONS SEE "EXTERIOR MATERIAL LEGEND" FOR MATERIALS. 2. RFERENCE ROOF PLAN FOR LOCATIONS OF ROOF COMPONENETS NOT INDICATED ON EXTERIOR ELEVATIONS. 3. REFER TO MEP AND STRUCTURAL DRAWINGS FOR ANY ADDITIONAL WORK. 4. ASSUME ALL PAINTED SURFACES WILL BE REPAINTED. THIS INCLUDES BUT IS NOT LIMITED TO: DOORS, DOOR FRAMES, WINDOW FRAMES, AND HEADERS, CEILINGS, HANDRAILS, EXPOSED MECHANICAL, CMU ACCENTS, SOFFITS, STRUCTURAL BEAMS, AND ETC. 5. PROVIDE ALLOWANCE TO SEAL AND CAULK VARIOUS WALL PENERTRATIONS ANS HOLES AROUND EXTERIOR PERIMETER OF BUIDLING, SIMILAR AREAS SUCH AS HOSE BIBS, PIPES, ETC. 6. PROVIDE ALLOWANCE TO REVIEW ALL EXPOSED ELECTRICAL CONDUIT TO DETERMINE FEASIBILITY TO REMOVE OR RELOCATE. INCLUDE IN ALLOWANCE LABOR AND MATERIALS TO REMOVE OR RELOCATE. 7. SEE CIVIL PLANS FOR NOTE TO RESEAL ALL HORIZONTAL CONCRETE AND ASPHALT JOINTS AT BUILDING. 8. WHEN A PORTION OF A WALL IS PAINTED ASSUME THE ENTIRE WALL IS PAINTED TO INSIDE OR OUTSIDE CORNERS. 9. DO NOT SCALE DRAWINGS. 10. ALL ANGLES SHOWN ON THE FLOOR PLANS ARE 90 DEGREES UNLESS NOTED OTHERWISE. TAB The Architectural Balance 0056 Edwards Village Blvd. Suite 210 Edwards, CO 81632 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com (970) 766-1470 Seal Civil Engineer Structural Engineer Mechanical Engineer Electrical Engineer Revisions: Issue Dates: Sheet Title: Project No: Sheet No: Associates NOTES: A263 2110McGrady Acres - EnclaveLot 3 and 6, 95 and 96 Post BlvdBuilding 6 Exterior ElevationsAvon, CO 81620Owner Rev-07/14/21 ToA Rev - 11/16/21 ToA Rev - 12/15/21 No Description Date 1/8" = 1'-0"A263 1 BUILDING 6 - NORTH 1/8" = 1'-0"A263 2 BUILDING 6 - SOUTH 1/8" = 1'-0"A263 3 BUILDING 6 - WEST 1/8" = 1'-0"A263 4 BUILDING 6 - EAST TAB The Architectural Balance 0056 Edwards Village Blvd. Suite 210 Edwards, CO 81632 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com (970) 766-1470 Seal Civil Engineer Structural Engineer Mechanical Engineer Electrical Engineer Revisions: Issue Dates: Sheet Title: Project No: Sheet No: Associates 12/14/2021 5:56:30 PMC:\Users\warner\Documents\2021 McGrady Site Plan_warner@tabassociates.com.rvtA264 2110McGrady Acres - EnclaveLot 3 and 6, 95 and 96 Post BlvdBuilding 6 3D Views Avon, CO 81620Owner Rev-07/14/21 ToA Rev - 11/16/21 ToA Rev - 12/15/21 No Description Date A264 3 Building 6 Street View NE A264 2 Building 6 Street View NW A264 4 Building 6 Street View SE A264 1 Building 6 Street View SW 6x3 WD TRIM NAILING FIN SEALANT WRAP WINDOW ROUGH OPENING W/ZIP TAPE PRIOR TO WINDOW INSTALL ALUMINUM CLAD WINDOW UNIT CASING PER OWNER EXT. FINISH SYSTEM ON KEENE DRIWALL RAINSCREEN 013-1 (FABRIC FACING OUTWARD) ON 1 1/2" ZIP SYSTEM R-SHEATHING R-6.6 CI ON 2X6 WD STUDS @ 16" O.C. W/ R-21 BATT INSULATION IN STUD CAVITY 6x3 WD TRIM NAILING FIN SEALANT WRAP WINDOW ROUGH OPENING W/ZIP TAPE PRIOR TO WINDOW INSTALL ALUMINUM CLAD WINDOW UNIT CASING PER OWNER WRAP WINDOW ROUGH OPENING W/ZIP TAPE PRIOR TO WINDOW INSTALL KEENE DRIWALL RAINSCREEN 013-1 (FABRIC FACING OUTWARD) ON 1 1/2" ZIP SYSTEM R- SHEATHING R-6.6 CI ON 2X6 WD STUDS @ 16" O.C. W/ R-21 BATT INSULATION IN STUD CAVITY ZIP TAPE STRIP OVER NAILING FIN 6"=1'-0" NAILING FIN SEALANT WRAP WINDOW ROUGH OPENING W/ZIP TAPE PRIOR TO WINDOW INSTALL ALUMINUM CLAD WINDOW UNIT CASING PER OWNER EXT. FINISH SYSTEM ON KEENE DRIWALL RAINSCREEN 013-1 (FABRIC FACING OUTWARD) ON 1 1/2" ZIP SYSTEM R-SHEATHING R-6.6 CI ON 2X6 WD STUDS @ 16" O.C. W/ R-21 BATT INSULATION IN STUD CAVITY NAILING FIN SEALANT WRAP WINDOW ROUGH OPENING W/ZIP TAPE PRIOR TO WINDOW INSTALL ALUMINUM CLAD WINDOW UNIT CASING PER OWNER WRAP WINDOW ROUGH OPENING W/ZIP TAPE PRIOR TO WINDOW INSTALL ZIP TAPE STRIP OVER NAILING FIN 6"=1'-0" EXT. FINISH SYSTEM ON KEENE DRIWALL RAINSCREEN 013-1 (FABRIC FACING OUTWARD) ON 1 1/2" ZIP SYSTEM R-SHEATHING R-6.6 CI ON 2X6 WD STUDS @ 16" O.C. W/ R-21 BATT INSULATION IN STUD CAVITY 3X12 RS WD TRIM W/ 45 DEGREE CHAMFER AS SHOWN & SAW CUT DRIP COIL COATED METAL FLASHING PROVIDE 1/4" AIR SPACE BETWEEN FLASHING AND SIDING EXT. FINISH SYSTEM ON KEENE DRIWALL RAINSCREEN 013-1 (FABRIC FACING OUTWARD) ON 1 1/2" ZIP SYSTEM R-SHEATHING R-6.6 CI ON 2X6 WD STUDS @ 16" O.C. W/ R-21 BATT INSULATION IN STUD CAVITY NAILING FIN ZIP TAPE STRIP LAP ALUMINUM CLAD WINDOW UNIT WRAP WINDOW ROUGH OPENING W/ZIP TAPE PRIOR TO WINDOW INSTALL COIL COATED METAL FLASHING TO RUN UNDER JAMB TRIM LEG TO EDGE OF NAILING FIN AND DOWN WALL INSTALL PLACE JELD-WEN DRAINAGE MAT FROM BACK OF WINDOW TO 3" MIN DOWN FACE ON VYCOR PLUS R.O. WRAP FOR WIDTH OF SILL PRIOR TO WINDOW INSTALL EXT. FINISH SYSTEM ON KEENE DRIWALL RAINSCREEN 013-1 (FABRIC FACING OUTWARD) ON 1 1/2" ZIP SYSTEM R-SHEATHING R-6.6 CI ON 2X6 WD STUDS @ 16" O.C. W/ R-21 BATT INSULATION IN STUD CAVITY SEALANT 3X4 WD SILL W/SAW CUT DRIP CASING PER OWNER ALUMINUM CLAD WINDOW UNIT COIL COATED METAL FLASHING TO RUN UNDER JAMB TRIM LEG TO EDGE OF NAILING FIN AND DOWN WALL INSTALL PLACE JELD-WEN DRAINAGE MAT FROM BACK OF WINDOW TO 3" MIN DOWN FACE ON VYCOR PLUS R.O. WRAP FOR WIDTH OF SILL PRIOR TO WINDOW INSTALL SEALANT 3X4 WD SILL W/SAW CUT DRIP CASING PER OWNER SEALANT FLASHING SLOPE 1/4" MIN. EXT. FINISH SYSTEM ON KEENE DRIWALL RAINSCREEN 013-1 (FABRIC FACING OUTWARD) ON 1 1/2" ZIP SYSTEM R-SHEATHING R-6.6 CI ON 2X6 WD STUDS @ 16" O.C. W/ R-21 BATT INSULATION IN STUD CAVITY WRAP WINDOW ROUGH OPENING W/ZIP TAPE PRIOR TO WINDOW INSTALL NAILING FIN DO NOT SEAL BOT EDGE OF JELD-WEN DRAINAGE MAT 3X12 RS WD TRIM W/ 45 DEGREE CHAMFER AS SHOWN & SAW CUT DRIP NAILING FIN ZIP TAPE STRIP LAP WRAP WINDOW ROUGH OPENING W/ZIP TAPE PRIOR TO WINDOW INSTALL CASING PER OWNER ALUMINUM CLAD WINDOW UNIT 8X12 RS WD TRIM W/ 45 DEGREE CHAMFER AS SHOWN & SAW CUT DRIP COIL COATED METAL FLASHING WITH BITUMINOUS PAINT AT STEEL TO COIL COATED METAL METAL CONNECTION PROVIDE 1/4" AIR SPACE BETWEEN FLASHING AND SIDING EXT. FINISH SYSTEM ON KEENE DRIWALL RAINSCREEN 013-1 (FABRIC FACING OUTWARD) ON 1 1/2" ZIP SYSTEM R- SHEATHING R-6.6 CI ON 2X6 WD STUDS @ 16" O.C. W/ R-21 BATT INSULATION IN STUD CAVITY NAILING FIN ZIP TAPE STRIP LAP ALUMINUM CLAD WINDOW UNIT WRAP WINDOW ROUGH OPENING W/ZIP TAPE PRIOR TO WINDOW INSTALL COIL COATED METAL FLASHING TO RUN UNDER JAMB TRIM LEG TO EDGE OF NAILING FIN AND DOWN WALL INSTALL PLACE JELD-WEN DRAINAGE MAT FROM BACK OF WINDOW TO 3" MIN DOWN FACE ON VYCOR PLUS R.O. WRAP FOR WIDTH OF SILL PRIOR TO WINDOW INSTALL EXT. FINISH SYSTEM ON KEENE DRIWALL RAINSCREEN 013-1 (FABRIC FACING OUTWARD) ON 1 1/2" ZIP SYSTEM R- SHEATHING R-6.6 CI ON 2X6 WD STUDS @ 16" O.C. W/ R-21 BATT INSULATION IN STUD CAVITY CASING PER OWNER ZIP TAPE STRIP LAP ALUMINUM CLAD WINDOW UNIT COIL COATED METAL FLASHING TO RUN UNDER JAMB TRIM LEG TO EDGE OF NAILING FIN AND DOWN WALL INSTALL PLACE JELD-WEN DRAINAGE MAT FROM BACK OF WINDOW TO 3" MIN DOWN FACE ON VYCOR PLUS R.O. WRAP FOR WIDTH OF SILL PRIOR TO WINDOW INSTALL CASING PER OWNER SEALANT FLASHING SLOPE 1/4" MIN. EXT. FINISH SYSTEM ON KEENE DRIWALL RAINSCREEN 013-1 (FABRIC FACING OUTWARD) ON 1 1/2" ZIP SYSTEM R-SHEATHING R-6.6 CI ON 2X6 WD STUDS @ 16" O.C. W/ R-21 BATT INSULATION IN STUD CAVITY WRAP WINDOW ROUGH OPENING W/ZIP TAPE PRIOR TO WINDOW INSTALL NAILING FIN DO NOT SEAL BOT EDGE OF JELD-WEN DRAINAGE MAT 6X12 RS WD TRIM W/ 45 DEGREE CHAMFER AS SHOWN & SAW CUT DRIP NAILING FIN ZIP TAPE STRIP LAP WRAP WINDOW ROUGH OPENING W/ZIP TAPE PRIOR TO WINDOW INSTALL CASING PER OWNER ALUMINUM CLAD WINDOW UNIT ENTRY DOOR THRESHOLD SET IN FULL BED OF SEALANT CONC. SLAB REF STRUCT 4" VOIDFORM 2X6 BLOCKING CONC. FDN. WALL REF STRUCT. FLOOR JOISTS REF STRUCT FINISH FLOOR SYSTEM OVER 3/4" T&G PLYWD SHEATHING REF STRUCT 1 1/2" INSULATED WOOD OVERHEAD DOOR WITH RE: 1X WD TRIM OVERHEAD DOOR AND TRACK BY DOOR MANUFACTURER 2X RS WD TRIM RIPPED TO FIT 3X8 RS WD TRIM, W/3x12 WD HEAD ABOVE. RE: EXT ELEVS EXTERIOR FINISH, REF EXTERIOR ELEVS FOR SIDING STONE CAP AND STONE VENEER BELOW GYPSUM WALLBOARD, FINISH PER OWNER CONTINUOUS SEALANT CONTINIOUS SEALANT 2x2 RS CEDAR TIMBER TRIM CONTINUOUS SEALANT 2X6 PT WD BLOCKING WEATHERSTRIPPING CONTIUOUS WEATHER BARRIER, WRAPPED AROUND CORNER STRUCTURE, REF STRUCT DWGS FULL CAVITY BATT INSUALTION, RE: A0.1 VAPOR BARRIER, WRAPPED AROUND CORNER EXT. FINISH SYSTEM ON KEENE DRIWALL RAINSCREEN 013-1 (FABRIC FACING OUTWARD) ON 1 1/2" ZIP SYSTEM R-SHEATHING R-6.6 CI ON 2X6 WD STUDS @ 16" O.C. W/ R-21 BATT INSULATION IN STUD CAVITY 1 1/2" INSULATED WOOD OVERHEAD DOOR WITH 1X TRIM WEATHERSTRIPPING 2x2 RS CEDAR TIMBER TRIM EXTERIOR FINISH X-3 WITH OVERLAPPING CORNER STONES OVERHEAD DOOR AND TRACK BY DOOR MANUFACTURER CONTIUOUS WEATHER BARRIER, WRAPPED AROUND CORNER EXTERIOR FINISH REF ELEVS STRUCTURE, REF STRUCT DWGS FULL CAVITY BATT INSUALTION VAPOR BARRIER, WRAPPED AROUND CORNER GYPSUM WALLBOARD, FINISH PER OWNER 2X6 PT WD BLOCKING EXT. FINISH SYSTEM ON KEENE DRIWALL RAINSCREEN 013-1 (FABRIC FACING OUTWARD) ON 1 1/2" ZIP SYSTEM R-SHEATHING R-6.6 CI ON 2X6 WD STUDS @ 16" O.C. W/ R-21 BATT INSULATION IN STUD CAVITY 2" MAX NEW CONCRETE SLAB DOOR FRAME, REF DOOR SCHEDULE THRESHOLD RIGID INSULATION EXTERIOR TERMINATE RUBBER BASE INTO JAMB 1/2" MAX.INTERIOR NEW FINISH FLOOR REF FLOOR PLANS NEW CONCRETE SLAB DOOR, REF DOOR SCHEDULE SET IN FULL BED OF SEALANT 4" VYCOR PLUS STRIP ON HEAD NAILING FIN HEAD NAILING FIN VYCOR PLUS CORNER STRIP TO SEAL GAP BETWEEN NAILING FINS 12" VYCOR PLUS RO. WRAP JAMB NAILING FIN 4" VYCOR PLUS STRIP ON JAMB NAILING FIN 1/4" TURNED UP END DAM W/FOLD DOWN @ EACH END SEALANT TYP. COIL COATED METAL FLASHING WOOD HEADER JAMB AND STOOL TRIM WINDOW COIL COATED METAL FLASHING TO RUN UNDER JAMB TRIM LEGS TO EXT. OF TRIM JELD-WEN DRAINAGE MAT - DO NOT SEAL BOT. EDGE X A5.1 X A5.1 CONTRACTOR TO NOTIFY ARCHITECT WITH VENT TERMINATION SPEC. UPON FINAL SELECTION OF FIREPLACE UNIT. ARCHITECT SHALL PROVIDE REVISED DETAIL UPON DRB REVIEW & APPROVAL HEAT SHEILD INTERIOR FIRESTOP 10" 5/8" GYP BOARD 1/2" SHEATHING EXTERIOR FINISH RE: EXE WALL TYPE 2HEAT SHEILD FIRESTOP HORIZONTAL VENT TERMINATION, PAINTED BLACK 10"HEAT SHEILD INTERIOR FIRESTOP 10" DIA. VENT PIPE 6 3/4" WALL TYPE 2 RE: EXE FOR SIDING HEAT SHEILD FIRESTOP HORIZ VENT TERMINATION, PAINTED BLACK CENTERLINE OF A SIDING BOARD TAB The Architectural Balance 0056 Edwards Village Blvd. Suite 210 Edwards, CO 81632 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com (970) 766-1470 Seal Civil Engineer Structural Engineer Mechanical Engineer Electrical Engineer Revisions: Issue Dates: Sheet Title: Project No: Sheet No: Associates 12/14/2021 5:53:13 PMC:\Users\warner\Documents\2021 McGrady Site Plan_warner@tabassociates.com.rvtA511 2110McGrady Acres - EnclaveLot 3 and 6, 95 and 96 Post BlvdDetails Avon, CO 81620Owner Rev-07/14/21 ToA Rev - 11/16/21 ToA Rev - 12/15/21 3" = 1'-0"A511 4 WINDOW JAMB WOOD1 3" = 1'-0"A511 5 WINDOW JAMB STONE1 1 1/2" = 1'-0"A511 1 WINDOW HEAD/SILL WOOD1 1 1/2" = 1'-0"A511 2 WINDOW HEAD/SILL STONE1 1 1/2" = 1'-0"A511 3 ENTRY THRESHOLD1 3" = 1'-0"A511 6 GARAGE DOOR IN SIDING1 3" = 1'-0"A511 10 GARAGE DOOR IN STONE1 3" = 1'-0"A511 7 INT/EXT DOOR THRESHOLD1 1 1/2" = 1'-0"A511 11 WINDOW WATERPROOFING1 1 1/2" = 1'-0"A511 8 VENT TERMINATION PLAN1 1 1/2" = 1'-0"A511 9 VENT TERMINATION SECTION1 No Description Date METER DISC. DISC. LAYOUT DIAGRAM 14 36 36 10" DEEP11 1/2" DEEPNOTE: THIS LAYOUT HAS BEEN REVIEWED AND ACCEPTED BY HOLY CROSS ENERGY. CONTRACTOR TO SUBMIT ALTERNATIVE LAYOUTS TO ARCHITECT FOR REVIEW PRIOR TO INSTALLATION.3"3' - 0"3"1' - 9"3"8 1/2"1' - 0" 2" 9"1' - 0"9"11 1/2" 5' - 4"6' - 6" ABOVE GRADE MAX5' - 6"A A INSIDEOUTSIDE RE EXE FOR SIDING 6X6 RS CEDAR TRIM BOARDS ALL AROUND, EXCEPT 6X8 HEADER ELECTRIC METER 5/8" TYPE 'X' GWB ON 2X6 STUD WALL PROVIDE WROUGHT IRON SURFACE BOLTS EA. DOOR 3/4" EXT GRADE PLYWD DOOR CLAD W/ 1X6 T&G V-GROOVE RS CEDAR & 2X6 RS CEDAR FRAME, RE: X/A3.X BRASS BENT-LEG PIANO HINGES W/BLACK FINISH 5/8" TYPE 'X' GWB 1 HOUR WALL 5/8" TYPE 'X' GWB ON 2X6 STUDS ON 5/8" TYPE 'X' GWB ON 1/2" PLYWD G R A D E INSIDEOUTSIDE SECTION EXTERIOR FINISH X-1 3X8 RS WD W/ 45 DEGREE CHAMFER AS SHOWN & SAW CUT DRIP STRUCT HEADER RE: STRUCT 3/4" EXT. GRADE PLYWD DOOR CLAD W/ 2X8 CHANNEL RUSTIC WD SIDING W/ 1" REVEAL & 2X6 RS WD FRAME, RE: ELEV. 2/A3.3 LINE OF WALL BEYOND SLOPE TOP FOR WATER DRAINAGE 1 HOUR WALL 5/8" TYPE 'X' GWB ON 2X6 STUDS ON 5/8" TYPE 'X' GWB ON 1/2" PLYWD ELECT. SERVICE 24"x24"x12" DEEP VOID IN CONCRETE SLAB FOR ELECTRICAL SERVICE, GROUT SOLID BY MASONS 3X3 WD CORNER TRIM EXTERIOR FINISH REF ELEVS. EXT. FINISH SYSTEM ON KEENE DRIWALL RAINSCREEN 013-1 (FABRIC FACING OUTWARD) ON 1 1/2" ZIP SYSTEM R-SHEATHING R-6.6 CI ON 2X6 WD STUDS @ 16" O.C. W/ R-21 BATT INSULATION IN STUD CAVITY RIPPED 3x6 WD CORNER TRIM EXT. FINISH SYSTEM ON KEENE DRIWALL RAINSCREEN 013-1 (FABRIC FACING OUTWARD) ON 1 1/2" ZIP SYSTEM R-SHEATHING R-6.6 CI ON 2X6 WD STUDS @ 16" O.C. W/ R-21 BATT INSULATION IN STUD CAVITY EXTERIOR FINISH REF ELEVS. ROOFING 5/8 CDX PLYWOOD COPPER FLASHING 2x6 BLOCKING 1/2" AIR GAP 2x12 RS WD FASCIA 2x8 RS WD FASCIA SUB-FASCIA UNO. REF STRUCTURAL FOR ROOF JOISTS 1x8 CHANNELS RUSTIC LAP TYPICAL 2x8 AT 4'-0" OVERHANGS RS TIMBER SHOULDER BEAMS W/ 3" CHAMFEER W/ COPPER CAP FLASHING COPPER DRIP FLASHING ROOFING ON 5/8" CDX PLYWD. 2X BLOCKING 2x8 FASCIA ON 2X10 FASCIA BOARD ON 2X12 RIM BOARD VARIES 12 SIDING RE: EXE 1X6 T&G TYPICAL "2X SOFFIT AT 4'-0" OVERHANGS" EXT. FINISH SYSTEM ON KEENE DRIWALL RAINSCREEN 013-1 (FABRIC FACING OUTWARD) ON 1 1/2" ZIP SYSTEM R-SHEATHING R-6.6 CI ON 2X6 WD STUDS @ 16" O.C. W/ R-21 BATT INSULATION IN STUD CAVITY BLOWN-IN-FOAM INSULATION A DEPTH TO PRODUCE R-50 BETWEEN ALL RAFTERS (2 PCF MIN) 3" = 1'-0" STONE VENEER ON KEENE DRIWALL RAINSCREEN 013-1 (FABRIC FACING OUTWARD) ON 1 1/2" ZIP SYSTEM R- SHEATHING R-6.6 CI ON 2X6 WD STUDS @ 16" O.C. W/ R-21 BATT INSULATION IN STUD CAVITY COPPER FLASHING W/ MIN 1/4" SLOPE PROVIDE 1/4" AIRSPACE/ RAIN SCREEN DRAIN @ BOTTOM OF SIDING ABOVE FLASHING BELLY BAND SIDING VARIES RE: EXE ZIP SHEATHING W/ TAPED SEAMS AND JOISTS PER MFR SIDING VARIES RE: EXE COPPER FLASHING WITH ZIP TAPE STRIP LAP BEAD OF SEALANT EXT. FINISH SYSTEM ON KEENE DRIWALL RAINSCREEN 013-1 (FABRIC FACING OUTWARD) ON 1 1/2" ZIP SYSTEM R-SHEATHING R-6.6 CI ON 2X6 WD STUDS @ 16" O.C. W/ R-21 BATT INSULATION IN STUD CAVITY EXT. FINISH SYSTEM ON KEENE DRIWALL RAINSCREEN 013-1 (FABRIC FACING OUTWARD) ON 1 1/2" ZIP SYSTEM R-SHEATHING R-6.6 CI ON 2X6 WD STUDS @ 16" O.C. W/ R-21 BATT INSULATION IN STUD CAVITY 1/4" MIN AIRSPACEZIP TAPE STRIP LAP 5/4"X6" IPE DECKING CONCEALED KNIFE PLATE CONNECTION 6X6 WOOD POSTS NOTCHED FOR RAILS 2X2 WD AT 5-7/16" O.C. 6X4 WOOD TOP RAIL WITH PICKETS MORTISED IN (2) 2X4 WOOD BOTTOM RAIL WITH PICKETS SANDWICHING 2X2 PICKETS COIL COATED METAL CAP RS WOOD JOISTS 6 X 12, REF STRUCT. DWGS 5 7/16" TAB The Architectural Balance 0056 Edwards Village Blvd. Suite 210 Edwards, CO 81632 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com (970) 766-1470 Seal Civil Engineer Structural Engineer Mechanical Engineer Electrical Engineer Revisions: Issue Dates: Sheet Title: Project No: Sheet No: Associates 12/14/2021 5:53:14 PMC:\Users\warner\Documents\2021 McGrady Site Plan_warner@tabassociates.com.rvtA521 2110McGrady Acres - EnclaveLot 3 and 6, 95 and 96 Post BlvdDetails Avon, CO 81620Owner Rev-07/14/21 ToA Rev - 11/16/21 ToA Rev - 12/15/21 1/2" = 1'-0"A521 1 ELEC PANEL LAYOUT1 1" = 1'-0"A521 2 ELECTRICAL CLOSET PLAN1 1" = 1'-0"A521 3 ELECTRICAL CLOSET SECTION WIP1 1 1/2" = 1'-0"A521 4 INTERIOR CORNER1 1 1/2" = 1'-0"A521 5 EXTERIOR CORNER1 1 1/2" = 1'-0"A521 6 ROOF EAVE1 1 1/2" = 1'-0"A521 7 ROOF FASCIA1 1 1/2" = 1'-0"A521 8 STONE WAINSCOT1 1 1/2" = 1'-0"A521 9 TYP GUARDRAIL DETAIL1 No Description Date To: Town of Avon Planning and Zoning Commission From: Bette Todd December 7, 2021 Dear Commissioners: The McGrady Acres Development Plan and site plan that you will consider tonight contain issues that deserve further study to determine the development’s potential impact on the residents of Eaglebend Drive. I respectfully request a continuation of this matter, preferably to January, to give area residents time to provide meaningful input to the developer and the commission. I am supportive of the concept of townhomes on the site provided the development and site design are created to minimize future impacts to the Eaglebend community. Some of the issues that might bear study are: 1)Landscaping plans for the west side of the site. Are the western most buildings set back sufficiently from the property line to allow for onsite landscaping that will buffer the view of the buildings from Eaglebend Drive? These buildings will replace our views of Vail and Game Creek Bowl so trees would be nice. The site also appears to be primarily buildings, concrete driveways, and roadway. Will there be internal landscaping to make the development attractive? 2)Fence at east end of Eaglebend Drive. What is the plan for the fence that currently separates the Eaglebend Drive cul-de-sac from the subject site. Who will own the fence? 3)Emergency access. There appears to be more than one proposal for emergency access or egress. One plan has the potential to impact all of Eaglebend Drive. 4)Park: Will there be access to from this new development to the small open space and play equipment on Eaglebend Drive? If so what does that plan look like? 5)Roadways and driveways. The overall site looks very tight. The driveways appear short. Will there be on street parking? Is there sufficient room for moving vans, delivery trucks, trash trucks, for turn around? It would not be desirable for insufficient site planning to make roadway connection to Eaglebend Drive imperative in the future. There appears to be a road on the site plan that terminates abruptly at the property line????? A few residents of the east end of Eaglebend Drive apparently received notice of the meeting and development plan. Most residents of Eaglebend Drive remain unaware of the development proposal. We live one house west of the homes noticed and only became aware of the plan when I happened to read the P & Z agenda this weekend. We are In Hawaii this week so will not be able to attend the meeting. Some time to evaluate this development proposal so we can work cooperatively with the Town and the landowner to get this right and make development of this site an asset for all would be appreciated Respectfully, Bette Todd 4920 Eaglebend Drive Avon, Co 81620 Bet430@aol.com Attachment C 1 Matt Pielsticker Subject:FW: Townhomes Hi Matt, Sorry for not being prepared for the P&Z meeting, lots going on.  Now that I've had a chance to review the plan I have some major concerns.  Like I said I'm ok with the townhomes, that's not the issue. Most problems stem from too much development on too  small a space. I'll bullet point the major issues, no particular order of importance.  1. Do the storm drains have filters to keep contaminants out of the river? If they have filters who maintains them. 2. About the wall behind Building1, I see lots of problems with egress and drainage. How will the residents get out of their homes in an emergency? Does the railroad have an opinion on digging into the slope like that and possibly  weakening the integrity of the bank? When, or if, the trains run again the vibrations they create could cause problems,  especially in wet weather. Is that wall engineered? There is no provision back there for drainage coming off the tracks  and buildings.  3. There is no open space to speak of. I'm personally concerned about where will the residents walk their dogs? If they all go behind Building 6 those folks won't be happy. If they find their way up to the park. we won't be happy, (I'm sure  they won't all pick up their poop) that's a lot of units very close to the park. The consensus around here is solid fence  would be best.  4. The driveways seem too short, your average pick‐up is 18‐20 feet long and I envision them sticking out into the street, even if they bump right up to their garage doors, which they won't. I see parking as an issue all over the development  5. About the massing and rooflines, I feel the mansard roofs are a clumsy way to disguise a box, sorry to be so abrupt but that's basically what's going on. Boxes are a good way to enclose space but not to create pleasing shapes.  6. Landscaping is pretty sparse. Seems to me there was an impervious surface limit on residential applications, is one applicable here? That's a lot of driveways (short ones), roads and roofs.  Thanks for listening to my concerns. I would appreciate your passing this along to the Planning Commission, Town  Council and the developers.  Buz Didier  5010 Eaglebend Dr.  Attachment C Attachment C XXXXXXXXAttachment CXXXXXXXX 970-748-4413 mpielsticker@avon.org 1 TO: Planning and Zoning Commission FROM: Matt Pielsticker, AICP, Planning Director RE: SUB21006 Preliminary Subdivision (Major) Continued Public Hearing Lot 3 & Lot 6, McGrady Acres / 86 & 95 Post Boulevard DATE: December 17, 2021 STAFF REPORT OVERVIEW: This staff report contains one application for consideration by PZC: Preliminary Subdivision for a townhome project on Lot 3 and Lot 6, McGrady Acres (jointly referred to as the “Property”). Final action is taken by the Avon Town Council after public hearings and considering public comment and PZC recommendations. SUMMARY OF REQUEST: The application is being reviewed in concert with a Major Development Plan application for a twenty-four (24) unit multi-family development. The preliminary subdivision demonstrates the concept for creating twenty-four individual town-house style lots, and large commonly owned parcel(s) for driveways and landscaping areas. I have highlighted the intended subdivision/parcel lines and layout in red on the exhibit below: PUBLIC NOTICE: Notice of the public hearing was published in the Vail Daily in accordance with Sec. 7.16.020(d) of the Avon Municipal Code (AMC). Mailed notice is required for this application , and notification was sent to all property owners within 300’ of the Property. No written public comments have been received as of the date of this report. A public hearing will be conduced on December 7. Additionally, the Town Council must conduct a public 970-748-4413 mpielsticker@avon.org 2 hearing prior to taking action. PRELIMINARY (MAJOR) SUBDIVISION - REVIEW CRITERIA: § 7.16.070(e), Preliminary Plan Review Criteria: (1) The proposed subdivision shall comply with all applicable use, density, development and design standards set forth in this Development Code that have not otherwise been modified or waived pursuant to this Chapter and that would affect or influence the layout of lots, blocks and streets. Applicants shall not create lots or patterns of lots in the subdivision that will make compliance with such development and design standards difficult or infeasible; Staff Response: The proposed subdivision complies with use, density and applicable design standards. Pursuant to the Mobility and Connectivity code requirements, a bus pull-out must be accommodated for this project. Whether or not a turn-out has implications on the final lot layout, or require an easement for encroachments related to a turn-out or sidewalk replacement must be determined before action on this Application. This matter is discussed in the companion Major Development Plan report. (2) The subdivision application shall comply with the purposes of this Development Code; Staff Response: The application generally complies with the applicable purposes outlined in the Development Code. Purpose (l) states, “Promote architectural design which is compatible, functional, practical and complimentary checking to Avon's sub-alpine environment”. Additionally, the development plans call for a combination of water quality vaults and native landscaping between structures and the river corridor. This promotes Purpose (j): Sustain water sources by maintaining the natural watershed, preventing accelerated erosion, reducing runoff and consequent sedimentation, eliminating pollutants introduced directly into streams and enhancing public access to recreational water sources.” (3) The subdivision application shall be consistent with the Avon Comprehensive Plan and other community planning documents; Staff Response: The Avon Comprehensive Plan’s Future Land Use Map designates the property with Neighborhood Commercial (NC) land use and this development and subdivision are in line with that designation. (4) The land shall be physically suitable for the proposed development or subdivision; Staff Response: The land is suitable for the proposed development. The developable portion of the lot is maximized with the proposed site layout. At Final Subdivision, areas adjacent to the river and in the easement near Eaglebend Drive cul-de-sac should be called out as “non-developable”. (5) The proposed subdivision shall be compatible with surrounding land uses; Staff Response: The proposed subdivision is compatible with surrounding residential land uses and was zoned Neighborhood Commercial (NC) in 2001 based upon compliance with the Avon Comprehensive Plan. (6) There are adequate public facilities for potable water supply, sewage disposal, solid waste disposal, electrical supply, fire protection and roads and will be conveniently located in relation to schools, police, fire protection and emergency medical services; Staff Response: This property is included in the existing water lease agreement with the Upper Eagle River Water Authority. Water and sewer lines run directly through the property and the owner will need to enter into a agreement(s) with the water district for tie-ins. Holy Cross Electric serves the property and has reviewed the plans. The property is within Eagle River Fire Protection District (ERFPD) and the plans have been reviewed by the Fire Marshall and meets their requirements for service. 970-748-4413 mpielsticker@avon.org 3 (7) The proposed utility and road extensions are consistent with the utility's service plan and are consistent with the Avon Comprehensive Plan and Comprehensive Transportation Master Plan; Staff Response: The utility plans are far along in the design process. The project engineer has been coordinating closely with the Town Engineer and Eagle River Water and Sanitation (ERWSD) District. Final signoff from ERWSD will be required at the time of Final Subdivision. (8) The utility lines are sized to serve the ultimate population of the service area to avoid future land disruption to upgrade under-sized lines; Staff Response: There are no concerns with sizing for project utilities. (9) The subdivision is compatible with the character of existing land uses in the area and shall not adversely affect the future development of the surrounding area; Staff Response: The character of the area is mixed: single-family residential, duplex residential, multi-family residential, regional highway, regional commercial, and an educationally zoned parcel across the railroad tracks. The site and subdivision possess natural and man-made buffers (10) A proposed subdivision for an existing PUD shall be consistent with the relevant PUD Master Plan as reflected in the approval of that PUD; Staff Response: Not applicable. (11) Appropriate utilities, including water, sewer, electric, gas and telephone utilities, shall provide a "conditional capacity to serve" letter for the proposed subdivision; Staff Response: All applicable utility companies have reviewed initial development plans and will provide capacity to serve letters before final subdivision. (12) That the general layout of lots, roads, driveways, utilities, drainage facilities and other services within the proposed subdivision shall be designed in a way that minimizes the amount of land disturbance, minimize inefficiencies in the development of services, maximizes the amount of open space in t he development, preserves existing trees/vegetation and riparian areas, protects critical wildlife habitat and otherwise accomplishes the purposes of this Development Code; Staff Response: The layout of infrastructure and facilities is logical and minimizes land disturbance to the extent possible. Open space buffers are included on the west and south sides of the project based upon topography and existing easement areas. The subdivision is subject to park dedication requirements included in Avon Development Code Section 7.32.090, Parks land Dedication. This code chapter requires that dedication be reviewed and approved as part of preliminary plan review. According to the Chapter, the general guideline for determining the amount of land to be dedica ted: 8.2 acres x (Number of Units: 24) x (Persons Per Unit: 2.9) / 1,000 = .57 (acres to be dedicated). Alternative to land dedication, the Town may determine that the dedication of land for park purposes is not necessary or not practical for a specific development and may require cash in lieu of land dedication. I recommend either of the following options: dedication of land contiguous with the Eaglebend Pocket Park, thereby expanding the footprint and usability of the space, or 2) Cash in lieu to be used for improvements to the Eaglebend Pocket Park. The calculation method for cash in lieu is not defined by the Development Code. (13) Evidence that provision has been made for a public sewage disposal system or, if other methods of sewage disposal are proposed, adequate evidence that such system shall comply with state and local 970-748-4413 mpielsticker@avon.org 4 laws and regulations; Staff Response: The utility plans tie new infrastructure into the adjacent sewer system. The water district continues to work with the applicant on final location and design. (14) Evidence that all areas of the proposed subdivision that may involve soil or topographical conditions presenting hazards or requiring special precautions have been identified by the applicant and that the proposed use of these areas are compatible with such conditions or that adequate mitigation is proposed; Staff Response: All development is limited to the flatter portion of the property, well above the riparian corridor and steeper slopes leading to the Eagle River. (15) The subdivision application addresses the responsibility for maintaining all roads, open spaces and other public and common facilities in the subdivision and that the Town can afford any proposed responsibilities to be assumed by the Town; Staff Response: A Public Improvements Agreement is required at Final Subdivision. The PIA will address responsibilities during construction and after final acceptance. (16) If applicable, the declarations and owners' association are established in accordance with the law and are structured to provide adequate assurance that any site design standards required by this Development Code or conditions of approval for the proposed subdivision will be maintained or performed in a manner which is enforceable by the Town; and Staff Response: (17) As applicable, the proposed phasing for development of the subdivision is rational in terms of available infrastructure capacity and financing. Staff Response: No phasing is contemplated. All roads and utilities must be completed at the project outset, regardless of timing for individual buildings. This will be reflected in Public Improvements Agreement at Final Subdivision. OPTIONS: PZC has the following options with regard to the Application: - Approve affirmative recommendation to Town Council; - Continue application to future meeting pending additional details or studies; or - Recommend Denial of the application to Town Council. RECOMMENDATION: I recommend a favorable recommendation to the Town Council. MOTION FOR APPROVAL: “I move to recommend Town Council approval of the Preliminary Subdivision for McGrady Acres, with the findings and conditions outlined in staff’s report.”: Findings: 1. The proposed application was reviewed pursuant to Avon Development Code §7.16.070, Subdivisions, and the application is in conformance with the applicable review criteria; 2. The application is complete; 3. The application provides sufficient information to allow the PZC to determine that the application complies with the relevant review criteria; 4. The application complies with the goals and policies of the Avon Comprehensive Plan; 5. Public notification requirements have been met, and the Public Hearing with PZC on December 7, 2021 970-748-4413 mpielsticker@avon.org 5 meets requirements of the Avon Development Code; and 6. The demand for public services or infrastructure exceeding current capacity is mitigated by the application; Conditions: 1. Ability to Serve from ERWSD and final utility verifications must be included with Final Subdivision. 2. Public Improvements Agreement will be provided at Final Subdivision. 3. Evidence of Homeowners Association creation and ongoing maintenance responsibilities will be demonstrated at Final Subdivision. 4. Park land dedication requirements will be approved by Town Council. 5. Easement for realigned sidewalk must be incorporated with Final Subdivision. ATTACHMENT: A. Conceptual Subdivision Thank you, Matt 3" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "3" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"4" / 1 ' - 0 "8" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"E Q E Q 4' - 9"4' - 9"EQEQEQEQEQEQEQEQEQEQEQEQEQEQ6' - 0 " 6' - 0 " 2' - 0 "EQEQ6' - 9 5/8"6' - 9 5/8"6' - 9 5/8"EQEQ1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 "8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"6" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1'-0"1' - 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0 "8" / 1'-0"8" / 1 ' - 0 "R-1R-1R-1R-1R-13' - 0"ROOF ABOVEROOF ABOVEROOF BELOWROOF ABOVEROOF ABOVEROOF ABOVEROOF ABOVEROOF BELOWDECK ABOVEDECK ABOVEDECK ABOVEDECK ABOVE2 1 ' - 9 3 / 4 " 5' - 3 1 / 4 " 12 ' - 9 1 / 4 "8" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"6" / 1'-0"6" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"4" / 1 ' - 0 "6" / 1'-0"6" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"6" / 1'-0"6" / 1'-0"6" / 1'-0"6" / 1'-0"R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-1R-18" / 1 ' - 0 " 8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "8" / 1'-0"8" / 1 ' - 0 "R-1R-1R-1R-1R-1 970-748-4413 mpielsticker@avon.org TO: Planning and Zoning Commission FROM: Matt Pielsticker, AICP, Planning Director RE: Minor Development Plan Alternative Equivalent Compliance – Public Hearing North Harry A. Nottingham Park Restrooms DATE: December 15, 2021 STAFF REPORT OVERVIEW: This staff report contains two application for consideration by the Planning and Zoning Commission (“PZC”): Minor Development Plan (“Design Application”) for public restroom building and landscaping improvements to the north park entrance, and Alternative Equivalent Compliance (“AEC”) for roof pitch variations. Application Type: Minor Development Plan Alternative Equivalent Compliance Property Address: 420 W. Beaver Creek Boulevard Property Zoning: Parks (“P”) Property Size: .65 Acre / 28,314 square feet Applicant: Town of Avon PROCESS: PZC will make a determination after conducting a public hearing. The Town Council has appeal rights for this application. PUBLIC NOTICE: Notice of the public hearing was published in the December 10, 2021 edition of the Vail Daily in accordance with Sec. 7.16.020(d) of the ADC. Mailed notice is not required for this application type. One letter of public comment was received and that letter is attached (“Attachment B”) to this report. BACKGROUND: Portable restroom facilities have been used in this area of the park. Increased visitation to the park has occurred over the last several years, largely due to popularity of the beach and additional event programming. The Town Council has expressed interest in citing permanent restrooms in this area of the park. The desire is to build restrooms before any discussion of a beach expansion or additional programming. Community survey results have consistently marked public restrooms as the top priority for park improvements – beginning with the 2008 Park Plan survey, to the recent community wide survey completed this summer. Recently, PZC reviewed conceptual plans for these improvements on October 5, 2021. This Minor Development Plan has been updated based upon PZC and Council comments. A exterior changing room was added to the east side of the structure, as well as additional landscaping. DEVELOPMENT STANDARDS – This section of the report outlines the pertinent use (ADC Section 7.24) and development (ADC Section 7.28) standards for the Property, with commentary for each. Use – The Town Council rezoned the property from Residential High Density (RH) to the Parks (P) zone district in 2019. Parks (P) zoning permits all governmental services and facilities, including restrooms and other support uses. CHAPTER 7.24 – USE REGULATIONS 970-748-4413 mpielsticker@avon.org Page 2 of 7 Setbacks – The Application is in compliance with the 20’ Side setbacks. Building Height – The structure is well within the 40’ height requirement for the Property. Aerial of Property 7.28.020 Parking and Loading – Not applicable 7.28.030 Access Drive Requirements – Not applicable. 7.28.040 Mobility and Connectivity – Connecting the parking lot to the park with an Americans with Disabilities Act (ADA) compliant route is required by code and is an overall benefit for the project. CHAPTER 7.28 – DEVELOPMENT STANDARDS 970-748-4413 mpielsticker@avon.org Page 3 of 7 Replacement of the path was recommended by the 2008 Park Plan. At staff’s recommendation, a more direct non-compliant path has been included to ensure multiple convenient options for park users. Existing path and trees looking toward beach and lake 7.28.050 Landscaping – The site contains a number of mature trees bordering the west and east property lines. One tree may need to be removed in order to accommodate the new ADA path alignment, however, that will be field verified during construction. The Landscape Plan has progressed since initial review. Most of the additional landscaping takes place around the structure, while some bordering treatments were added between the switchbacks and along the path. Perennials and a boulder wall are included near the restroom structure to fit the building into the site. 7.28.060 Screening – Not applicable. 7.28.070 Retaining Walls – One boulder retaining wall is included between the stairwell and the restroom structure. This wall can also be used as a seating area if necessary. 7.28.080 Fences – Not applicable. 7.28.090 Design Standards – The building is in compliance with the design standards and in harmony with other recent park improvements. It utilizes “high quality, durable building materials.” (j) – Mixed Use and Non-Residential Standards. The Application appears to comply with the general requirements, including four-sided design. (vii) Building Materials – High quality building materials and finishes are included in the Application. Staff has no concerns with the proposed design or durability with materials. 970-748-4413 mpielsticker@avon.org Page 4 of 7 (ix) – Roofs. The roof pitch is presented at 2:12 pitch, and a 4:12 pitch is required per code. The roof would have sedum plantings on top, which should minimize visual dominance of the structure from the street side of the project. An Alternative Equivalent Compliance (AEC) application is being reviewed concurrently for action on the lower pitch roof form. According to ADC Section § 7.16.080(g), the following criteria apply: 1. Evidence of substantial compliance with the purpose of the Development Code as specified in §7.04.030, Purposes; Staff Response: Staff finds the Application compliments the property and intent of the purpose statements in the ADC. These improvements add to the quality of life for residents and guests visiting Harry A. Nottingham Park. Further, the architectural design is compatible with neighboring improvements, is functional, practical, and complimentary to Avon’s sub-alpine environment. 2. The design conforms with the Avon Comprehensive Plan and other applicable, adopted plan documents; Staff Response: The site is located in the Nottingham Park District (District 3 of the Comprehensive Plan), which states, This District includes a park, town hall, library, elementary school, and the recreation center, and functions as a community activity center. Good pedestrian circulation through the area exists, but needs enhancement to respond to key future developments in the Town Center District and the Riverfront District. Views from the park and the performance pavilion are also key components to the District. An extension of Town Center urban design principles can provide needed consistency between districts. The design is in compliance with the overarching Comprehensive Plan principles. 3. Consistency with any previously approved and not revoked subdivision plat, planned development, or any other precedent plan or land use approval for the property as applicable; Staff Response: Not applicable. 4. Compliance with all applicable development and design standards set forth in this Code, including but not limited to the provisions in Chapter 7.20, Zone Districts and Official Zoning Map, Chapter 7.24, Use Regulations, and Chapter 7.28, Development Standards; Staff Response: The analysis contained in this staff report documents conformance with zone district, use, and development standards. The roof pitch does not meet Development Standards in Chapter 7.28 and an AEC is included for PZC consideration. 5. That the development can be adequately served by city services including but not limited to roads, water, wastewater, fire protection, and emergency medical services; and Staff Response: The park is served by city and special district services. One reason the building was cited closer to the parking is because the sewer line crosses the middle of the Property and this location avoids the need for a pump station facility. 6. The development design conforms with the character of the surrounding community; or, where redevelopment is anticipated, relates the development to the character of Avon as a whole. Staff Response: The design of these park improvements very much support and enhance the existing surrounding MINOR DEVELOPMENT PLAN - REVIEW CRITERIA 970-748-4413 mpielsticker@avon.org Page 5 of 7 community. The improvements relate to other high-quality improvements completed as part of the West Harry A. Nottingham Park project. PZC Options: • Approve • Deny • Continue Based on a favorable review of these plans in October, and further progression in design, I recommend that PZC approve the Minor Development Plan application. Staff Recommended Motion: “I move to Approve Case MNR21039, a Minor Development Plan application for North Park Restrooms, with the findings of fact outlined in staff’s report.” Recommended Findings: 1. The proposed application was reviewed pursuant to §7.16.080, Development Plan, and the design meets the development standards established in the Avon Development Code; 2. The application is complete; 3. The application provides sufficient information to allow the PZC to determine that the application complies with the relevant review criteria; 4. The application complies with the goals and policies of the Avon Comprehensive Plan; 5. The demand for public services or infrastructure exceeding current capacity is mitigated by the application; and 6. The design relates the development to the emerging character of Harry A. Nottingham Park and the surrounding community. Alternative equivalent compliance is a procedure that allows development to meet the intent of the design- related provisions through an alternative design. It is intended to provide an avenue for design solutions that are equal to or better than the strict application of a standard specified in the Development Code. AEC Request The ADC Application proposes a minimum roof pitch of 2:12, instead of the required 4:12 (or 3:12 for metal) universally applied throughout Town. The roof is topped with sedum, which is a living “green” roof that performs best at this orientation and pitch. With proper plant selection and proper drainage, a sedum roof can withstand drought and require little maintenance. Review Criteria: The PZC shall use the following review criteria as the basis for a decision on an application for alternative equivalent compliance: 1. The proposed alternative achieves the intent of the subject design or development standard to the same or better degree than the subject standard; ALTERNATIVE EQUIVALENT COMPLIANCE 970-748-4413 mpielsticker@avon.org Page 6 of 7 2. The proposed alternative achieves the goals and policies of the Avon Comprehensive Plan to the same or better degree than the subject standard; 3. The proposed alternative results in benefits to the community that are equivalent to or better than compliance with the subject standard; and 4. The proposed alternative imposes no greater impacts on adjacent properties than would occur through compliance with the specific requirements of this Title. Staff Response: The intent of mandating a 4:12 pitch is to create a unified aesthetic throughout town that is prevalent in mountain communities. Snow loading is another concern that the Municipal Code seeks to avoid by prohibiting low-pitched roofs. Staff finds that the low-pitched roof design, with living matter on top facing West Beaver Creek Boulevard, provides less visual impact and blends into the park setting in a more purposeful way. The design complies with the Purposes section of Avon Municipal Code. Section 7.04.030 states, “(l) Promote architectural design which is compatible, functional, practical and complimentary to Avon's sub- alpine environment.” This Application is compatible with other roof forms that have emerged in Harry A. Nottingham Park. The addition to the other park restroom building contains a 2:12 pitch as does the main roof form over the Performance Pavilion. The proposed roof pitch alternatives has fewer impacts on adjacent properties than would occur through compliance with the 4:12 standard. PZC Options: • Approve • Deny • Continue Staff Recommended Motion: “I move to approve Case #AEC21008, an AEC application for roof design variations for the North Park Restrooms, together with the findings of fact outlined by Staff.” Recommended Findings: 1. The proposed application was reviewed pursuant to §7.16.120 Alternative Equivalent Compliance; 2. The AEC achieves the intent of the roof design standard to the same or better degree than the subject standard; 3. The AEC achieves the goals and policies of the A von Comprehensive Plan to the same or better degree than the 4:12 roof design standards; 4. The AEC results in benefits to the community by limiting the removal of vegetation, providing ADA access to the park, and lowering the prominence of this service building; and 5. By limiting the height of the building and providing a design that incorporates living “green” appearance, the AEC imposes no greater impacts on adjacent properties than would occur through compliance with the specific requirements of the Avon Development Code. Optional Motion to Deny: 1. The proposed application was reviewed pursuant to §7.16.120 Alternative Equivalent Compliance; 2. The AEC does not achieve the intent of the roof design standard to the same or better degree than the subject standard; 970-748-4413 mpielsticker@avon.org Page 7 of 7 3. The AEC does not achieve the goals and policies of the Avon Comprehensive Plan to the same or better degree than the roof design standards; 4. The AEC results in benefits to the community that are equivalent to or better than compliance with the roof design standards; and 5. The AEC greater impacts on adjacent properties than would occur through compliance with the specific requirements of the Avon Development Code. Thanks, Matt ATTACHMENT A: Schematic Development Plans, dated December 21, 2021 ATTACHMENT B: Public Comment Copyright © 2021 by Zehren & Associates Inc. Attachment A PROJECT DIRECTORY INDEX OF DRAWINGS GRAPHIC SYMBOLS 1 A2.1 DRAWING TAGS ROOM NAME GRIDBUBBLE 4 SECTIONBUILDINGWINDOW TAG DIMENSION, STAIR UP NORTH DETAIL/ENLARGED PLAN A A2.1 BUBBLE A A2.1 BUBBLEDETAIL CEILINGINTERIOR BUILDINGELEVATION REVISION CLOUD ELEVATION REVISION DOOR TAG TAG A BREAKLINE ROOFFLOOR TAG TAG F1 WALL TAG R1 TAG 1/8" = 1'-0" NEW SITE PLAN P1 C1 103 KITCHEN 1 A EL 114'-6" FIN FLR LEADERS W1 WALL TAG EXTERIOR A1.1 1 FIRST FLOOR PLAN 1/4" = 1'-0" A2.1 A A3.1 A GENERAL A0.0 COVER SHEET A0.1 PROJECT INFORMATION SHEET ARCHITECTURAL A1.1 MAIN LEVEL FLOOR PLAN A1.4 ROOF PLAN M1.1 PROPOSED BUILDING MATERIALS LANDSCAPE L1.1 SITE PLAN L1.2 GRADING PLAN L1.3 PLANTING PLAN L1.4 MATERIALS PLAN SMV01 SITE MODEL VIEWS TOWN OF AVON P.O. Box 975 Avon, CO 91620 OWNER TBDSTRUCTURAL ENGINEER MECHANICAL/ ELECTRICAL ENGINEER TBDINTERIORS CODES Adopted Building Codes Eagle County has adopted the 2015 editions of the International Building Codes as follows: 2015 International Building Code 2015 International Residential Code 2015 International Energy Conservation Code 2015 International Plumbing Code 2015 International Fuel Gas Code 2015 International Mechanical Code 2015 International Fire Code with additions and exceptions( check with Eagle River Fire Protection District ) 2015 International Property Maintenance Code 2015 International Wildland-Urban Interface Code 2020 National Electric Code TBD GENERAL NOTES ZEHREN & ASSOCIATES, INC. Contact: Tim Losa P.O. Box 1976 Avon, CO 81620 Voice: (970) 949-0257 Fax: (970) 949-1080 Email: TimL@zehren.com ARCHITECT 1. DO NOT SCALE DRAWINGS. 2. DIMENSIONS ARE TO FACE OF STUD, CENTERLINE OF GRID, AND FACE OF CONCRETE, UNLESS NOTED OTHERWISE. 3. ALL ANGLES ON PLANS ARE 90 DEGREES OR 45 DEGREES, UNLESS NOTED OTHERWISE. 4. NOTIFY ARCHITECT OF ANY DISCREPANCIES OR CONFLICTS IN DOCUMENTS PRIOR TO DEMOLITION, CONSTRUCTION, OR ALTERATION OF EXISTING OR NEW STRUCTURES. 5. PROVIDE ALL NECESSARY BLOCKING IN WOOD & METAL STUD WALLS AND CEILINGS. LOCATIONS INCLUDE BUT ARE NOT LIMITED TO TOILETS, BATH ACCESSORIES, CEILING AND WALL MOUNTED ELECTRICAL FIXTURES, SHELVES, CLOSET RODS, CABINETRY, COUNTERTOPS, AND FALSE BEAMS. ZEHREN & ASSOCIATES, INC. Contact: Pedro Campos, PLA P.O. Box 1976 Avon, CO 81620 Voice: (970) 949-0257 Fax: (970) 949-1080 Email: PedroC@zehren.com LANDSCAPE ARCHITECT Copyright © 2021 by Zehren & Associates Inc.Attachment A MEN'S XXX WOMEN'S XXX JANITOR /MECHANICAL XXX CHANGINGSTATIONCHANGINGSTATION+54.0'T/O FF +54.0'T/O FF +54.0'T/O FF CHANGINGROOM XXX X X X XX XXX22'-0"24'-412"22'-0"24'-512"1'-6"8'-10" 5'-0"3'-0"ROOF ABOVE Copyright © 2021 by Zehren & Associates Inc.N SCALE: 1/4" = 1'-0" 2' 4'0 8' A1.1 1 MAIN LEVEL FLOOR PLAN 1/4" = 1'-0" Attachment A X X X XX XXX22'-0"24'-412"22'-0"24'-512"1'-6"8'-10" 5'-0"3'-0"WALL BELOW SEDUM ROOF 2:12Copyright © 2021 by Zehren & Associates Inc.A1.4 1 ROOF PLAN 1/4" = 1'-0" N SCALE: 1/4" = 1'-0" 2' 4'0 8' Attachment A 01 *ALL MATERIALS, COLORS AND FINISHES TO MATCH EXISTING MATERIALS WITHIN CURRENT PARK STRUCTURES 02 03 04 05 06 Stone Wood Siding Metal Panel Wood Trim Dark Bronze Metal Windows Sedum Roof C Proposed East Restrooms A Avon Performance Pavilion B Avon Restrooms Copyright © 2021 by Zehren & Associates Inc.Attachment A Copyright © 2021 by Zehren & Associates Inc.SMV01 1 MODEL VIEW NTS SMV01 4 MODEL VIEW NTS SMV01 2 MODEL VIEW NTS SMV01 3 MODEL VIEW NTS Attachment A 746 2 745074507450 745074607460 7444 74 4 6 7448 7448 7452 7452 7454 7454 74 5 6 7456 7 45 8 745874627462 7462 7464 FFE 54 RESTROOMSEXISTING PATHWAY 7458 7460 7456 7454 7450 7448 7464 7 4 5 2 7446 746 2 RAILINGS EXISTING EVERGREENS TO REMAIN 60.8 61.19 61.48 60.91 PARKING L O T BOULDER RETAINING WALL FOOT & EQUIPMENT WASH STATION STONE STEPS ALTERNATE NON-ADA PATHWAY 5%PROPOSED PATHWAY 5' 5%5%5 %8.3%8.3% 8.3% 5% 53 50 48 54 54 60 59 47 49 58 58.5 57 56 55 47.5 MEN'S XXX WOMEN' S XXX JANITOR /MECHANI C A L XXX CHANGINGSTATIONCHANGINGSTATION+54.0'T/O FF +54.0' T/O FF +54.0' T/O FF CHANGIN G ROOM XXX STONE RETAINING WALL 11.27%8' 48 49 53 6.94%46 5251 51 52 15'-1716" 678"8'-0"5'-0" TREES WOODS' ROSE (15 GAL) QTY - 3 Rosa woodsi SHRUBS ORNAMENTAL GRASSES LEMON LACE ELDERBERRY (15 GAL) QTY - 12 Sambucus racemosa Soft Serve False Cypress (6' HT) QTY - 5 Chamaecyparis pisifera ROSE GLOW BARBERRY (15 GAL) QTY - 6 Berberis thunbergii f. atropurourea 'Rose Glow' RUSSIAN SAGE QTY - 9 Perovskia atriplicifolia FEATHER REED GRASS (15 GAL) QTY - 9 Calamagrostis acutiflora 'Karl Forester' BLUE OAT GRASS (5 GAL) QTY - 15 Helictotrichon sempervirens BLUE SPRUCE (14' HT) QTY - 1 Picea pungens 'Fastigiata' AMUR MAPLE (3" CAL) QTY - 3 Acer ginnala NANKING CHERRY (6' HT / Multi-stem) QTY - 3 Prunus tomentosa PERENNIALS PERENNIALS 517.060 SF PLANTING LEGEND 745215'-014"SYMBOL & MATERIALS LEGEND CONCRETE 2925.862 SF CRUSHED GRAVEL 85.765 SF FOOT AND EQUIPMENT WASH STATION 28 SF BOULDER RETAINING WALLS QTY - 68 MULCH 4196.390 SF STONE RETAINING WALL 23.992 LF SCALE: 1" = 10' 5' 10'0 20'Copyright © 2021 by Zehren & Associates Inc.Attachment A 746 2 745074507450 745074607460 7444 74 4 6 7448 7448 7452 7452 7454 7454 74 5 6 7456 7 4 5 8 745874627462 7462 7464 FFE 54 RESTROOMSEXISTING PATHWAY 7458 7460 7456 7454 7450 7448 7464 7 4 5 2 7446 746 2 RAILINGS EXISTING EVERGREENS TO REMAIN 60.8 61.19 61.48 60.91 PARKING L O T BOULDER RETAINING WALL FOOT & EQUIPMENT WASH STATION STONE STEPS ALTERNATE NON-ADA PATHWAY 5%PROPOSED PATHWAY 5' 5%5%5 %8.3%8.3% 8.3% 5% 53 50 48 54 54 60 59 47 49 58 58.5 57 56 55 47.5 MEN'S XXX WOMEN' S XXX JANITOR /MECHANI C A L XXX CHANGINGSTATIONCHANGINGSTATION+54.0' T/O FF +54.0'T/O FF +54.0'T/O FF CHANGIN G ROOM XXX STONE RETAINING WALL 11.27%8' 48 49 53 6.94%46 5251 51 52 15'-1716" 678"8'-0"5'-0"745215'-014"SCALE: 1" = 10' 5' 10'0 20'Copyright © 2021 by Zehren & Associates Inc.Attachment A 746 2 745074507450 745074607460 7444 74 4 6 7448 7448 7452 7452 7454 7454 74 5 6 7456 7 4 5 8 745874627462 7462 7464 FFE 54 RESTROOMSEXISTING PATHWAY 7458 7460 7456 7454 7450 7448 7464 7 4 5 2 7446 746 2 RAILINGS EXISTING EVERGREENS TO REMAIN 60.8 61.19 61.48 60.91 PARKING L O T BOULDER RETAINING WALL FOOT & EQUIPMENT WASH STATION STONE STEPS ALTERNATE NON-ADA PATHWAY 5%PROPOSED PATHWAY 5' 5%5%5 %8.3%8.3% 8.3% 5% 53 50 48 54 54 60 59 47 49 58 58.5 57 56 55 47.5 MEN'S XXX WOMEN' S XXX JANITOR /MECHANI C A L XXX CHANGINGSTATIONCHANGINGSTATION+54.0' T/O FF +54.0'T/O FF +54.0'T/O FF CHANGIN G ROOM XXX STONE RETAINING WALL 11.27%8' 48 49 53 6.94%46 5251 51 52 15'-1716" 678"8'-0"5'-0" TREES WOODS' ROSE (15 GAL) QTY - 3 Rosa woodsi SHRUBS ORNAMENTAL GRASSES LEMON LACE ELDERBERRY (15 GAL) QTY - 12 Sambucus racemosa Soft Serve False Cypress (6' HT) QTY - 5 Chamaecyparis pisifera ROSE GLOW BARBERRY (15 GAL) QTY - 6 Berberis thunbergii f. atropurourea 'Rose Glow' RUSSIAN SAGE QTY - 9 Perovskia atriplicifolia FEATHER REED GRASS (15 GAL) QTY - 9 Calamagrostis acutiflora 'Karl Forester' BLUE OAT GRASS (5 GAL) QTY - 15 Helictotrichon sempervirens BLUE SPRUCE (14' HT) QTY - 1 Picea pungens 'Fastigiata' AMUR MAPLE (3" CAL) QTY - 3 Acer ginnala NANKING CHERRY (6' HT / Multi-stem) QTY - 3 Prunus tomentosa PERENNIALS PERENNIALS 517.060 SF PLANTING LEGEND 745215'-014"SYMBOL & MATERIALS LEGEND CONCRETE 2925.862 SF CRUSHED GRAVEL 85.765 SF FOOT AND EQUIPMENT WASH STATION 28 SF BOULDER RETAINING WALLS QTY - 68 MULCH 4196.390 SF SCALE: 1" = 10' 5' 10'0 20'Copyright © 2021 by Zehren & Associates Inc.Attachment A 746 2 745074507450 745074607460 7444 74 4 6 7448 7448 7452 7452 7454 7454 74 5 6 7456 7 4 5 8 745874627462 7462 7464 FFE 54 RESTROOMSEXISTING PATHWAY 7458 7460 7456 7454 7450 7448 7464 7 4 5 2 7446 746 2 RAILINGS EXISTING EVERGREENS TO REMAIN 60.8 61.19 61.48 60.91 PARKING L O T BOULDER RETAINING WALL FOOT & EQUIPMENT WASH STATION STONE STEPS ALTERNATE NON-ADA PATHWAY 5%PROPOSED PATHWAY 5' 5%5%5 %8.3%8.3% 8.3% 5% 53 50 48 54 54 60 59 47 49 58 58.5 57 56 55 47.5 MEN'S XXX WOMEN' S XXX JANITOR /MECHANI C A L XXX CHANGINGSTATIONCHANGINGSTATION+54.0' T/O FF +54.0'T/O FF +54.0'T/O FF CHANGI N G ROOM XXX STONE RETAINING WALL 11.27%8' 48 49 53 6.94%46 5251 51 52 15'-1716" 678"8'-0"5'-0" SYMBOL & MATERIALS LEGEND CONCRETE 2925.862 SF CRUSHED GRAVEL 85.765 SF FOOT AND EQUIPMENT WASH STATION 28 SF BOULDER RETAINING WALLS QTY - 68745215'-014"MULCH 4196.390 SF SYMBOL & MATERIALS LEGEND STONE RETAINING WALL 23.992 LF SCALE: 1" = 10' 5' 10'0 20'Copyright © 2021 by Zehren & Associates Inc.Attachment A 1Matt PielstickerSubject:FW: Proposed Public Restroom Nottingham Park W. Beavercreek Blvd  From: Sarah Straub <sarastraub218@comcast.net>  Sent: Thursday, December 02, 2021 4:04 PM To: Justin Hildreth <jhildreth@avon.org>; Eric Heil <eheil@avon.org> Subject: Proposed Public Restroom Nottingham Park W. Beavercreek Blvd  Dear Justin and Eric, I am appalled at the proposal there should be a restroom adjacent to the little parking lot off W. Beaver Creek Blvd in Nottingham Park. Why? Because B Building of Beaver Bench Condos is located directly down and across from the build site and would be adversely effected by the location of a public restroom 25 ft from our patios and expansive glass doors. At least 14 units would have direct sight line from patios to the new restroom drawing attention to people and commotion of travelers etc. trying to use a public facility let alone the distraction of lights and God forbid, fumes. Just the mere thought that there would be a public restroom built within eyesight of my heretofore serene patio enrages me and breaks my heart. Property values will decrease because of the unsightly building no matter the sophistication of design. Why do we as residents and tax paying homeowners need to have this abomination deposited in our laps as if the new grandiose restrooms across the park will not be enough? Council gave no thought whatsoever to residents and tax payers who will be directly negatively effected. There is no need to build in this location, a better but perhaps not as efficient water and sewer pipe configuration would be to have restroom where the SUP rental is located. Makes sense and there are no pesky homeowners nearby. As it stands, Beaver Bench residents will lose privacy, peace of mind, clean living space, quiet, clean air and will suffer the consequences of lower property values because of all that.  2Please consider these thoughts written in haste and emotional unrest as those of a 35 year resident of the Vail Valley and one who cares about the emerging community of Avon. I could not feel more strongly about the wrong that will be done if this proposal goes ahead .Just the traffic and commotion that a public restroom built as planned would create would be considerable as well as unconscionable. Thank you.  Sincerely,  Sarah Straub Beaver Bench Condos 414 W Beaver Creek Blvd B8 Avon CO 81620   Sent from Mail for Windows    Virus-free. www.avast.com   970-748-4413 mpielsticker@avon.org TO: Planning and Zoning Commission FROM: Matt Pielsticker, AICP, Planning Director RE: Major Development Plan (Referral) – Public Hearing Alternative Equivalent Compliance East Restrooms DATE: December 17, 2021 STAFF REPORT OVERVIEW: This staff report contains two applications for consideration by the Planning and Zoning Commission (“PZC”): Major Development Plan (“Design Application”) for public restroom, parking, and landscaping improvements, and Alternative Equivalent Compliance (“AEC”) for roof pitch variations. Application Types: Major Development Plan in Town Core Alternative Equivalent Compliance Property Address: One Lake Street Property Zoning: Public Facilities (“PF”) Property Size: 46.8 Acres Applicant: Town of Avon UPDATES SINCE OCTOBER: The Application includes numerous improvements, including: - Concession space added to north end of building - Reduced plaza area in front of restrooms; plaza area added between concessions and main field - Multiple shade structures for passive areas - Rearranged stone seating walls overlooking main field - Updated perspective drawings to understand scale and design intent PROCESS: The PZC reviews the Design Application and AEC and will make a recommendation to the Avon Town Council after conducting a public hearing. Since the property is located in the “Town Core”, the Avon Development Code (“ADC”) requires final action by Town Council. The Town Council takes action after another public hearing. PUBLIC NOTICE: Notice of the public hearing was published in the December 10, 2021 edition of the Vail Daily in accordance with Sec. 7.16.020(d) of the ADC. Mailed notice is not required for this application type. No public comments have been received for the Deisgn Applciatioin or AEC. BACKGROUND: Various planning efforts lead to the Town relocating historical municipal functions from One Lake Street to the other locations in Town. Earlier this year, PZC reviewed site diagrams for the East Harry A. Nottingham parking improvement project. The Avon Town Council ultimately directed staff to proceed through schematic drawings for these improvements, including direction to serve approximately Page 2 of 10 970-748-4413 mpielsticker@avon.org 2,000 patrons with the restroom portion of the project. This project is slated to move forward to construction documents over the winter, with construction beginning next year. DEVELOPMENT STANDARDS – This section of the report outlines the pertinent use (ADC Section 7.24) and development (ADC Section 7.28) standards for the Property, with commentary for each. When helpful, I have included quoted development standards in their entirety. Use – Zoned Public Facilities (PF); all government facilities are a use by right in this zone district. Setbacks – The Application is In compliance with the 20’ Side and Rear setbacks. Building Height – In compliance with 40’ height requirement. 7.28.020 Parking and Loading – The majority of the parking stalls on the Property remain in tact. There is a row of parking stalls added between the building and the railroad tracks. A net increase of four (4) spaces is expected at buildout; this will be confirmed through the construction documentation phase of design. The parking stalls meet the minimum size requirements of code . The code requires 9’ x 18’ stalls and the plans indicate 10’ x 20’ stall dimensions. Surfacing is with asphalt, which is acceptable per code. 7.28.030 Access Drive Requirements – This section is not applicable to the Application. 7.28.040 Mobility and Connectivity – Bicycle and pedestrian paths are either maintained or enhanced with this Application. Internal path connectivity is added within and through the site. Bicycle facilities will be included in the construction plans for the project. 7.28.050 Landscaping – As part of the building demolition the majority of vegetation and irrigation has been destroyed and/or removed from the site. The plans include a vertical retaining wall, with seating, running the entire length of the project area. The retaining walls and landscaping are in compliance with the landscaping regulations. Hydrozones must be included in an irrigation plan during construction document preparation. This is recommended as a condition of approval. 7.28.060 Screening – Mechanical equipment placement is yet to be determined. This equipment must be screened in order to meet the development standards. Existing refuse containers are screened from public view. If the electrical utility infrastructure on the southwest corner of the site cannot be screened with landscaping or masonry wall(s), those facilities should be painted muted colors or incorporate artist painting in order to meet “alternative screening” standards. CHAPTER 7.28 – DEVELOPMENT STANDARDS CHAPTER 7.24 – USE REGULATIONS Page 3 of 10 970-748-4413 mpielsticker@avon.org 7.28.070 Retaining Walls – As noted above, the retaining walls are in compliance with the retaining wall standards, with stepped walls to avoid excessive grading. No walls are over seven (7) feet, and therefore in compliance with code. Per code: The design of retaining walls shall be constructed of materials compatible with the site and materials of the structures on the site. Retaining walls and cribbing should utilize natural materials, such as boulders, cut rocks, stone-veneer or textured, color-tinted concrete. Timbers and railroad ties are prohibited as retaining wall materials. Where two (2) alternatively designed retaining walls meet, a cohesive transition between walls must be demonstrated. The retaining walls utilize boulders and stone veneer siding, with colors intend ed to match other related public improvements. 7.28.080 Fences – Not applicable. 7.28.090 Design Standards – The proposed structure is certainly in compliance with “high quality, durable building materials.” According to the design standards, the preferred materials reflect the Town’s sub - alpine character such as native stone, wood siding, masonry or timbers. There are no concerns with materiality or the use of materials that are reflective of Avon’s mountain community. Unison is found with other nearby building including the performance pavilion and the recently remodeled restroom near the playground. (c) – Generally Applicable. The roof overhangs are incorporated into the building design. Additionally, the standards encourage consideration to snow shedding in pedestrian areas. The plan calls for a sedum roof along with solar panels. The snow shedding is not a concern on the northern roofline based upon the (natural) sedum qualities. Snow shedding on the southern roof form will be mitigated as the solar panels may cause additional runoff. A lighting plan must be provided in order to confirm compliance with the Outdoor Lighting Ordinance. This is recommended as a condition of approval. (j) – Mixed Use and Non-Residential Standards. The Application appears to comply with the general requirements, including four-sided design. Equal attention to building quality and detail is provided throughout the project site. (vii) Building Materials – High quality building materials and finishes are included in the Application. Durability and compatibility with neighboring improvements are well thought out and compliant with this code section. (ix) – Roofs. While generally in compliance with the mixed-use roofing standards, the roof pitch is presented as 2:12 pitch, and a 4:12 pitch (or 3:12 for metal roofing) is required per code. Therefore, an Alternative Equivalent Compliance (AEC) application would need to be presente d and acted on by Council. Keeping the roofs at a 2:12 pitch helps minimize the dominance of this Page 4 of 10 970-748-4413 mpielsticker@avon.org structure and works well with the sedum roof as well. The roof design includes a diagonal pitch as opposed to the straight pitch option explored during preliminary design. 7.28.100 Natural Resource Protection – The solar panel array meets the code requirements and specifies flush mounted panels on the southern roofline. MAJOR DEVELOPMENT PLAN & DESIGN REVIEW - REVIEW CRITERIA: § 7.16.080(g), Development Plan 1. Evidence of substantial compliance with the purpose of the Development Code as specified in §7.04.030, Purposes; Staff Response: Staff finds the Application compliments the property and intent of the purpose statements in the ADC. These improvements add to the quality of life for residents and guests visiting Harry A. Nottingham Park. Further, the architectural design is compatible with neighboring improvements, functional, practical, and complimentary to Avon’s sub-alpine environment. 2. The design conforms with the Avon Comprehensive Plan and other applicable, adopted plan documents; Staff Response: The site is located in the Nottingham Park District (District 3 of the Comprehensive Plan, linked below), which states, This District includes a park, town hall, library, elementary school, and the recreation center, and functions as a community activity center. Good pedestrian circulation through the area exists, but needs enhancement to respond to key future developments in the Town Center District and the Riverfront District. Views from the park and the performance pavilion are also key components to the District. An extension of Town Center urban design principles can provide needed consistency between districts. The planning principles speak to implementation of the 2017 Tract G planning effort’s recommendations, maintaining flexible space for temporary concession facilities, ensuring passive activity spaces are preserved, and preservation of view corridors to Beaver Creek. 3. Consistency with any previously approved and not revoked subdivision plat, planned development, or any other precedent plan or land use approval for the property as applicable; Staff Response: Not applicable. 4. Compliance with all applicable development and design standards set forth in this Code, including but not limited to the provisions in Chapter 7.20, Zone Districts and Official Zoning Map, Chapter 7.24, Use Regulations, and Chapter 7.28, Development Standards; Staff Response: The analysis contained in this staff report documents conformance with zone district, use, and development standards. The Town Council would need to process an AEC application for roof pitch variation. 5. That the development can be adequately served by city services including but not limited to roads, water, wastewater, fire protection, and emergency medical services; and Staff Response: Tract G is served by all city and special district services. Construction plans for these improvements would need to be reviewed by emergency services, and the Eagle River Water and Sanitation District (ERWSD) prior to construction. Water and wastewater lines run down the recreation path immediately north of the restroom and expanded park area. 6. The development design conforms with the character of the surrounding community; or, where REVIEW CRITERIA Page 5 of 10 970-748-4413 mpielsticker@avon.org redevelopment is anticipated, relates the development to the character of Avon as a whole. Staff Response: The surrounding area includes the park, the Main Street Mall, and Riverfront subdivision. The design conforms and advances the high-quality standards that have been established or are emerging in the district. This most public portion of Town will benefit from continuation of the exceptional design palette being carried through this project. The material, hardscape, and furniture plan documents the intent of design and materiality. OPTIONAL RECOMMENDATIONS: PZC has options to consider when formulating a recommendation to Town Council on this Major Development Plan: • Approve as submitted • Approve with modifications • Deny RECOMMENDED MOTION: “I move to Recommend Town Council Approval of Case #MJR21009, an application for Major Development Plan for East Harry A. Nottingham Park Improvements, based on the findings and including conditions outlined in Staff’s report.” Findings: 1. The proposed application was reviewed pursuant to §7.16.080, Development Plan, and the design meets the development standards established in the Avon Development Code; 2. The application is complete; 3. The application provides sufficient information to allow the PZC to determine that the application complies with the relevant review criteria; 4. The application complies with the goals and policies of the Avon Comprehensive Plan; 5. The demand for public services or infrastructure exceeding current capacity is mitigated by the application; and 6. The design relates the development to the character of the surrounding park improvements and the community as a whole. Recommended Conditions: 1. Irrigation plan with hydrozones will be approved by staff. 2. Lighting plan will be reviewed and approved by PZC. Page 6 of 10 970-748-4413 mpielsticker@avon.org BACKGROUND: The following timeline attempts to capture relevant policy directives for the property, through the lens of the Town’s long range planning documents. A summary of highlighted policy from each document is presented on the following pages to explain the evolution of the site. 2006 Comprehensive Plan. This community wide plan started to contextualize this area as the focal point for the Town, acknowledging that it could become an anchor a future main street. 2006 Comprehensive Plan Policies: - Program enhancements to better activate and enhance the park as Avon’s primary recreational and cultural center. - Strengthen this area by including amenities such as a performing arts pavilion, maintaining flexible space for temporary concession facilities, and providing a western anchor to main street. Nottingham Park has developed into the cultural epicenter of the Town. By developing the event pavilion and programming a diverse selection of events and activities, the park has matured into a true anchoring point. 2007 West Town Center District Investment Plan: The Investment Plan lead to the realignment of Lake Street and full design of a one-way street, which would have terminated into Lake Street near the old Town Hall. The Investment Plan included the relocation of Town Hall and envisioned a private hospitality use on the subject parcel. Policies: o Maintain views to Beaver Creek o Automobile access facing the park is strongly discouraged. o Inn at Nottingham Park Hotel Concept LONG RANGE PLANS Page 7 of 10 970-748-4413 mpielsticker@avon.org The first phase of the Investment Plan, realigning Lake Street and de veloping Avon Station (transit hub) were completed shortly after the plan. With the great recession, plans for a vehicular main street were shelved, as were most elements of the Investment Plan. Maintaining views to Beaver Creek continue to be an important element when programming the site. 2009 Master Plan for Harry A. Nottingham Park: The public process and resulting park plan document were the first step in fully realizing the potential for Harry A. Nottingham Park. Specific design and programming recommendations were detailed for the different zone areas of the park. Concepts included a performance pavilion built onto the back of the old Town Hall building. Specific recommendations from the 2009 Master Plan for Harry A. Nottingham Park included: o Recommends restrooms, expanded concession space, new lighting and park furniture o “Back of house” support for large events o New restrooms close to an existing facility Restrooms are the focus of this effort, as well as “back of house” for larger events. It should be noted that path lighting has been phased into other areas of the park, and final lighting will be an important part of the final design plans for this site. 2015 Planning Review and Update to Harry A. Nottingham Park. This plan followed the development of the Performance Pavilion. It validated the concept to relocate police/fire and all Town Hall administrative services to elsewhere in Town. Specific plan policies included: o Community flex space that would include support facilities for the stage and public restrooms o Existing Town Hall occupies a corner of Nottingham Park that may be better utilized for other uses Page 8 of 10 970-748-4413 mpielsticker@avon.org 2017 Comprehensive Plan. Consistent with previous policy documents, the 2017 Comprehensive Plan reaffirmed the need to capitalize on views and plan for flexible space. Policies from the 2017 Comprehensive Plan include: o Enhancement of existing amenities near Nottingham Park o Maintain flexible space for temporary concession facilities. o Preserve view corridors to Beaver Creek and the Main Street Pedestrian Mall. 2018 Town-Properties Plan. This most recent planning effort focused on the development of a multi-use facility (structure), and included the idea to move and repurpose the Hahnewald Barn to the site. In all plan iterations the importance of multi-use for all seasons was emphasized. o Old Town Hall Area: Multi-Use Facility; new surface parking; restrooms o The Old Town Hall could incur a net loss of parking spaces with the reuse of the site. Page 9 of 10 970-748-4413 mpielsticker@avon.org Alternative equivalent compliance is a procedure that allows development to meet the intent of the design- related provisions through an alternative design. It is intended to provide an avenue for design solutions that are equal to or better than the strict application of a standard specified in the Development Code. AEC Request The AEC Application proposes a 2:12 pitch, instead of the required 4:12 minimum roof pitch (3:12 for metal) universally applied throughout Town. The roof materials include standing seam metal for the south facing roof and sedum for the north facing form. An exhibit shows what the implications of a 4:12 pitch for this structure would be. With proper plant selection and proper drainage, a sedum roof can withstand drought and require little maintenance. Review Criteria: The PZC shall use the following review criteria as the basis for a decision on an application for alternative equivalent compliance: 1. The proposed alternative achieves the intent of the subject design or development standard to the same or better degree than the subject standard; 2. The proposed alternative achieves the goals and policies of the Avon Comprehensive Plan to the same or better degree than the subject standard; 3. The proposed alternative results in benefits to the community that are equivalent to or better than compliance with the subject standard; and 4. The proposed alternative imposes no greater impacts on adjacent properties than would occur through compliance with the specific requirements of this Title. Staff Response: The intent of mandating a 4:12 pitch is to create a unified aesthetic throughout town that is prevalent in mountain communities. Snow loading is another concern that the Municipal Code seeks to avoid by prohibiting low-pitched roofs. Staff finds that the low-pitched roof design (3’+ lower than a 3:12 pitch roof), with living matter on top facing the main athletic, provides less visual impact and blends into the park setting in a more purposeful way. The design complies with the Purposes section of Avon Municipal Code. Section 7.04.030 states, “(l) Promote architectural design which is compatible, functional, practical and complimentary to Avon's sub - alpine environment.” This Application is compatible with other roof forms that have emerged in Harry A. Nottingham Park. The addition to the other park restroom building contains a 2:12 pitch as does the main roof form over the Performance Pavilion. The proposed roof pitch alternative has fewer impacts on adjacent properties than would occur through compliance with the 4:12 standard. A low pitch roof still provides architectural interest, while minimizing any loss of views from the main field toward Beaver Creek Resort. PZC Options: • Approve • Deny • Continue ALTERNATIVE EQUIVALENT COMPLIANCE Page 10 of 10 970-748-4413 mpielsticker@avon.org Staff Recommended Motion: “I move to approve Case #AEC21009, an AEC application for roof design variations for the North Park Restrooms, together with the findings of fact and conditions outlined by Staff.” Recommended Findings: 1. The proposed application was reviewed pursuant to §7.16.120 Alternative Equivalent Compliance; 2. The AEC achieves the intent of the roof design standard to the same or better degree than the subject standard; 3. The AEC achieves the goals and policies of the A von Comprehensive Plan to the same or better degree than the 4:12 roof design standards; 4. The AEC results in benefits to the community by lowering the prominence of this service building; and 5. By limiting the height of the building and providing a design that incorporates living “green” appearance, the AEC imposes fewer impacts on adjacent properties than would occur through compliance with the 3:12 or 4:12 requirements of the Avon Development Code. Optional Findings Supporting a Denial Recommendation: 1. The proposed application was reviewed pursuant to §7.16.120 Alternative Equivalent Compliance; 2. The AEC does not achieve the intent of the roof design standard to the same or better degree than the subject standard; 3. The AEC does not achieve the goals and policies of the Avon Comprehensive Plan to the same or better degree than the roof design standards; 4. The AEC results in benefits to the community that are equivalent to or better than compliance with the roof design standards; and 5. The AEC greater impacts on adjacent properties than would occur through compliance with the specific requirements of the Avon Development Code. Thank you, Matt ATTACHMENT A: Schematic Design Plans, Dated December 21, 2021 Copyright © 2021 by Zehren & Associates Inc. PROJECT DIRECTORY INDEX OF DRAWINGS GENERAL NOTES GRAPHIC SYMBOLS 1 A2.1 DRAWING TAGS ROOM NAME GRIDBUBBLE 4 SECTIONBUILDINGWINDOW TAG DIMENSION, STAIR UP NORTH DETAIL/ENLARGED PLAN A A2.1 BUBBLE A A2.1 BUBBLEDETAIL CEILINGINTERIOR BUILDINGELEVATION REVISION CLOUD ELEVATION REVISION DOOR TAG TAG A BREAKLINE ROOFFLOOR TAG TAG F1 WALL TAG R1 TAG 1/8" = 1'-0" NEW SITE PLAN P1 C1 103 KITCHEN 1 A EL 114'-6" FIN FLR LEADERS W1 WALL TAG EXTERIOR A1.1 1 FIRST FLOOR PLAN 1/4" = 1'-0" A2.1 A A3.1 A GENERAL A0.0 COVER SHEET A0.1 PROJECT INFORMATION SHEET ARCHITECTURAL A1.1 MAIN LEVEL FLOOR PLAN A1.4 ROOF PLAN A2.1 EXTERIOR ELEVATIONS A2.2 ROOF PITCH STUDY M1.1 PROPOSED BUILDING MATERIALS LANDSCAPE L1.1 SITE PLAN L1.2 PLANTING PLAN L1.3 LAYOUT AND MATERIALS PLAN SMV01 SITE MODEL VIEWS CIVIL C-01 GRADING & DRAINAGE PLAN C-02 UTILITY PLAN ZEHREN & ASSOCIATES, INC. Contact: Tim Losa P.O. Box 1976 Avon, CO 81620 Voice: (970) 949-0257 Fax: (970) 949-1080 Email: TimL@zehren.com ARCHITECT TOWN OF AVON P.O. Box 975 Avon, CO 91620 OWNER TBDSTRUCTURAL ENGINEER MECHANICAL/ ELECTRICAL ENGINEER TBDINTERIORS 1. DO NOT SCALE DRAWINGS. 2. DIMENSIONS ARE TO FACE OF STUD, CENTERLINE OF GRID, AND FACE OF CONCRETE, UNLESS NOTED OTHERWISE. 3. ALL ANGLES ON PLANS ARE 90 DEGREES OR 45 DEGREES, UNLESS NOTED OTHERWISE. 4. NOTIFY ARCHITECT OF ANY DISCREPANCIES OR CONFLICTS IN DOCUMENTS PRIOR TO DEMOLITION, CONSTRUCTION, OR ALTERATION OF EXISTING OR NEW STRUCTURES. 5. PROVIDE ALL NECESSARY BLOCKING IN WOOD & METAL STUD WALLS AND CEILINGS. LOCATIONS INCLUDE BUT ARE NOT LIMITED TO TOILETS, BATH ACCESSORIES, CEILING AND WALL MOUNTED ELECTRICAL FIXTURES, SHELVES, CLOSET RODS, CABINETRY, COUNTERTOPS, AND FALSE BEAMS. CODES Adopted Building Codes Eagle County has adopted the 2015 editions of the International Building Codes as follows: 2015 International Building Code 2015 International Residential Code 2015 International Energy Conservation Code 2015 International Plumbing Code 2015 International Fuel Gas Code 2015 International Mechanical Code 2015 International Fire Code with additions and exceptions( check with Eagle River Fire Protection District ) 2015 International Property Maintenance Code 2015 International Wildland-Urban Interface Code 2020 National Electric Code TBD ZEHREN & ASSOCIATES, INC. Contact: Pedro Campos, PLA P.O. Box 1976 Avon, CO 81620 Voice: (970) 949-0257 Fax: (970) 949-1080 Email: PedroC@zehren.com LANDSCAPE ARCHITECT Copyright © 2021 by Zehren & Associates Inc. MEN'S XXX JANITOR /MECHANICAL XXX JANITOR /MECHANICAL XXX ASSISTEDUSE XXX WOMEN'S XXX JANITOR XXX STEEL POCKET DOOR STEEL POCKET DOOR DUMP SINK HAND WASHING STATION DISH WASHING STATION ROLLING STEEL SERVICE DOOR CHANGING STATION CHANGING STATION CONCESSIONS XXX STORAGE XXX LOCKERS ROOF ABOVE4'-0"CHANGINGSTATIONSUPPORT COLUMNS BEAM ABOVE 36' MIN X X X X XX57'-4"41'-0"XXXXX X X X XXXX X XXCopyright © 2021 by Zehren & Associates Inc.N SCALE: 1/4" = 1'-0" 2' 4'0 8' A1.1 1 MAIN LEVEL FLOOR PLAN 1/4" = 1'-0" X X X X XX57'-4"41'-0"XXXXX X X X XXXX X XX2:12SOLAR PANEL ARRAY RIDGE SEDUM ROOF 2'-0" 13'-9"2:12WALL BELOW 9'-8"7'-0"Copyright © 2021 by Zehren & Associates Inc.N SCALE: 1/4" = 1'-0" 2' 4'0 8' A1.4 1 ROOF PLAN 1/4" = 1'-0" Copyright © 2021 by Zehren & Associates Inc.SCALE: 3/16" = 1'-0" 1' 4'0 10' A2.1 1 SOUTH ELEVATION 3/16" = 1'-0" A2.1 2 NORTH ELEVATION 3/16" = 1'-0" A2.1 3 WEST ELEVATION 3/16" = 1'-0" A2.1 4 EAST ELEVATION 3/16" = 1'-0" 3:12 ROOF PITCH 20'-612"3'-4"2:12 PROPOSED ROOF PITCH 3:12 ROOF PITCH 2:12 PROPOSED ROOF PITCH 20'-612"3'-4"Copyright © 2021 by Zehren & Associates Inc.A2.2 1 NORTH ELEVATION 1/4" = 1'-0" A2.2 2 EAST ELEVATION 1/4" = 1'-0" 01 *ALL MATERIALS, COLORS AND FINISHES TO MATCH EXISTING MATERIALS WITHIN CURRENT PARK STRUCTURES 02 03 04 05 06 07 Stone Wood Siding Metal Panel Stucco Wood Trim Dark Bronze Metal Windows Sedum Roof Standing Seam Metal Roof + Solar08 C Proposed East Restrooms A Avon Performance Pavilion B Avon Restrooms Copyright © 2021 by Zehren & Associates Inc. GABLE ROOF W/ GREEN ROOF ON BOTH SIDES EXISTING PATH XERISCAPE GARDEN SEAT WALL 20" HIGH ORNAMENTAL TREE AND XERISCAPE GARDEN EXISTING PARKING EXISTING PARKING ADA LANDING PASSIVE PARK PICNIC AND VIEWING NEW SEAT WALL GATE BIKE RACKS NEW ACCESS WAY FROM PARKING LOT BOULDER SEATING 8'-0" 129'- 1 7 8"35'-61116"32'-5"26'-9716"1'-6"8'-0" CABIN PARKS AND RECREATION FIELD 9'-0"18'-0"8'-0" 4'-37 8" PARK ENTRANCE WELCOME SIGN PERENNIAL PLANTINGS 844.280 SF SODDED LAWN 12955.611 SF CONCRETE 2274.523 SF ASPHALT 12278.757 SF PAVERS 4112.697 SF BENCHES QTY - 7 PICNIC TABLES 10 BOULDERS 42 SEAT WALL 509.559 LF FURNITURE HARDSCAPE VEGETATION BOLLARD LIGHT QTY - 7 MATERIALS LEGEND BIKE RACK QTY - 4 GROUND COVER 886.297 SF SHADE SAIL P1 P2 P3 70'-0 " 160'- 1 0 7 16" BUILDING FFE = 7435.8' CONNECT TO EXISTING STORM MANHOLE 7OLF 12" HDPE WT STORM SEWER NEW CONCRETE WALK MATCH EXIST. PAVEMENT RELOCATED TRANSFORMERS SAWCUT, REMOVE & DISPOSE OF EXIST. ASPHALT. REGRADE AS SHOWN AND REPAVE PROPOSED RAIN GARDEN W/ OUTLET WEIR PROPOSED 2' WIDE (18" PAN) CONCRETE C/G SAWCUT, REMOVE & DISPOSE OF EX. ASPHALT. REGRADE AS SHOWN AND RE-PAVE. EXTEND EXISTING PARKING STALLS REMOVE & DISPOSE OF EX. ISLAND. INSTALL ASPHALT PAVING. P1 P2 P3 MEN'SXXXJANITOR /MECHANICALXXXJANITOR /MECHANICALXXXASSISTEDUSEXXXWOMEN'SXXXJANITORXXXSTEEL POCKETDOORSTEEL POCKETDOORDUMP SINKHAND WASHINGSTATIONDISH WASHINGSTATIONROLLING STEELSERVICE DOORCHANGINGSTATIONCHANGINGSTATIONCONCESSIONSXXXSTORAGEXXXLOCKERSROOFABOVE4'-0"CHANGINGSTATIONSUPPORTCOLUMNSBEAM ABOVE36' MINBRING GRADE UP TO BUILDING ADA RAMP W/ HANDRAILS UTILITY AND ADA LANDING PROPOSED STAIRS, 6-5.5" RISERS, 12" TREADS SANDSTONE BOULDER RETAINING WALL GATE PARKING (16)7435363 7 3 8 39 7440 35 3 3 32 30 31 32 31 7430 3231 32 3 2 3537 3 6 74 3 5 37743537 36 35 373633 7435 35 SCALE: 1" = 20' 10' 20'0 40'Copyright © 2021 by Zehren & Associates Inc.Copyright © 2021 by Zehren & Associates Inc. GABLE ROOF W/ GREEN ROOF ON BOTH SIDES EXISTING PATH XERISCAPE GARDEN SEAT WALL 20" HIGH ORNAMENTAL TREE AND XERISCAPE GARDEN PASSIVE PARK PICNIC AND VIEWING NEW SEAT WALL GATE GATE NEW ACCESS WAY FROM PARKING LOT BOULDER SEATING LARGE EVERGREEN TREE QTY - 3 (14' HT) SINGLE STEM DECIDUOUS TREE QTY - 19 (3" CAL) ORNAMENTAL TREE QTY - 5 (3" CAL) TREES DWARF EVERGREEN SHRUB QTY - 8 (3' HT) MEDIUM DECIDUOUS SHRUB QTY - 22 (15 GAL) SMALL DECIDUOUS SHRUB QTY - 53 (5 GAL) ORNAMENTAL GRASSES QTY - 32 (5 GAL) SHRUBS PERENNIALS AND GROUNDCOVER PERENNIALS 844.280 SF GROUND COVER 886.297 SF SODDED LAWN 12955.611 SF TREE TO REMAIN TREE TO BE REMOVED PLANTING LEGENDMEN'SXXXJANITOR /MECHANICALXXXJANITOR /MECHANICALXXXASSISTEDUSEXXXWOMEN'SXXXJANITORXXXSTEEL POCKETDOORSTEEL POCKETDOORDUMP SINKHAND WASHINGSTATIONDISH WASHINGSTATIONROLLING STEELSERVICE DOORCHANGINGSTATIONCHANGINGSTATIONCONCESSIONSXXXSTORAGEXXXLOCKERSROOFABOVE4'-0"CHANGINGSTATIONSUPPORTCOLUMNSBEAM ABOVE36' MINBUILDING FFE = 7435.8' PROPOSED RAIN GARDEN W/ OUTLET WEIR BRING GRADE UP TO BUILDING PROPOSED STAIRS, 6-5.5" RISERS, 12" TREADS SANDSTONE BOULDER RETAINING WALL7435363 7 3 8 39 7440 35 3 3 32 30 31 32 31 7430 3231 32 3 2 3537 3 6 74 3 5 37743537 36 35 373633 7435 35 SCALE: 1" = 20' 10' 20'0 40'Copyright © 2021 by Zehren & Associates Inc.Copyright © 2021 by Zehren & Associates Inc. GABLE ROOF W/ GREEN ROOF ON BOTH SIDES EXISTING PATH XERISCAPE GARDEN SEAT WALL 20" HIGH ORNAMENTAL TREE AND XERISCAPE GARDEN EXISTING PARKING EXISTING PARKING ADA LANDING PASSIVE PARK PICNIC AND VIEWING NEW SEAT WALL GATE P1 P2 P3 BRING GRADE UP TO BUILDING PROPOSED STAIRS, 6-5.5" RISERS, 12" TREADS BIKE RACKS SANDSTONE BOULDER RETAINING WALL ADA RAMP W/ HANDRAILS GATE UTILITY AND ADA LANDING NEW ACCESS WAY FROM PARKING LOT BOULDER SEATING 8'-0" 129'- 1 7 8"35'-61116"32'-5"26'-9716"1'-6"8'-0" PARKING (16) CABIN PARKS AND RECREATION FIELD 9'-0"18'-0"8'-0" 4'-37 8" PARK ENTRANCE WELCOME SIGN SODDED LAWN 12955.611 SF CONCRETE 2340.462 SF ASPHALT 12278.757 SF PAVERS 4112.697 SF BENCHES QTY - 7 PICNIC TABLES 10 BOULDERS 42 SEAT WALL 509.559 LF FURNITURE SURFACES BOLLARD LIGHT QTY - 7 MATERIALS LEGEND BIKE RACK QTY - 4 SHADE SAIL P1 P2 P3 70'-0 " 160'- 1 0 7 16" BUILDING FFE = 7435.8' CONNECT TO EXISTING STORM MANHOLE 7OLF 12" HDPE WT STORM SEWER NEW CONCRETE WALK MATCH EXIST. PAVEMENT RELOCATED TRANSFORMERS SAWCUT, REMOVE & DISPOSE OF EXIST. ASPHALT. REGRADE AS SHOWN AND REPAVE PROPOSED RAIN GARDEN W/ OUTLET WEIR PROPOSED 2' WIDE (18" PAN) CONCRETE C/G SAWCUT, REMOVE & DISPOSE OF EX. ASPHALT. REGRADE AS SHOWN AND RE-PAVE. EXTEND EXISTING PARKING STALLS REMOVE & DISPOSE OF EX. ISLAND. INSTALL ASPHALT PAVING.MEN'SXXXJANITOR /MECHANICALXXXJANITOR /MECHANICALXXXASSISTEDUSEXXXWOMEN'SXXXJANITORXXXSTEEL POCKETDOORSTEEL POCKETDOORDUMP SINKHAND WASHINGSTATIONDISH WASHINGSTATIONROLLING STEELSERVICE DOORCHANGINGSTATIONCHANGINGSTATIONCONCESSIONSXXXSTORAGEXXXLOCKERSROOFABOVE4'-0"CHANGINGSTATIONSUPPORTCOLUMNSBEAM ABOVE36' MIN7435363 7 3 8 39 7440 35 3 3 32 30 31 32 31 7430 3231 32 3 2 3537 3 6 74 3 5 37743537 36 35 373633 7435 35 SCALE: 1" = 20' 10' 20'0 40'Copyright © 2021 by Zehren & Associates Inc.Copyright © 2021 by Zehren & Associates Inc. Copyright © 2021 by Zehren & Associates Inc.SMV01 1 MODEL VIEW NTSSMV01 3 MODEL VIEW NTS SMV01 4 MODEL VIEW NTS SMV01 2 MODEL VIEW NTS . 1 AVON PLANNING AND ZONING COMMISSION MEETING MINUTES TUESDAY, OCTOBER 5, 2021 - MEETING BEGINS AT 5:00 PM 1. CALL TO ORDER AND ROLL CALL MATT PIELSTICKER CALLED THE MEETING TO ORDER AT 5:05PM. A ROLL CALL WAS TAKEN AND PLANNING COMMISSION MEMBERS PRESENT WERE SARA LANIOUS, TREVOR MACALLISTER, ANTHONY SEKINGER, AND MARTY GOLEMBIEWSKI. ALSO PRESENT WAS ERIC HEIL, TOWN MANAGER. MARTY GOLEMBIEWSKI WAS APPOINTED INTERIM CHAIRPERSON IN THE ABSENCE OF THE PZC CHAIRPERSON AND VISE CHAIRPERSON. 2. APPROVAL OF AGENDA THE AGENDA WAS APPROVED AS PUBLISHED. 3. DISCLOSURE OF ANY CONFLICTS OF INTEREST RELATED TO AGENDA ITEMS THERE WERE NO CONFLICTS OF INTERESTED DISCLOSED. 4. BUSINESS ITEMS 4.1. 2481 DRAW SPUR, UNIT 3, WILDRIDGE FENCE- PUBLIC HEARING – MINOR DEVELOPMENT PLAN AND ALTERNATIVE EQUIVALENT COMPLIANCE FOR FENCE WITH WIRE MESH (PLANNING DIRECTOR MATT PIELSTICKER AND MARCIA FINCH). PUBLIC COMMENTS: NONE AEC21007 ACTION: COMMISSIONER SEKINGER MOTIONED TO APPROVE THE ALTERNATIVE EQUIVALENT COMPLIANCE BASED UPON THE FOLLOWING FINDINGS: 1. THE PROPOSED APPLICATION WAS REVIEWED PURSUANT TO §7.16.120, ALTERNATIVE EQUIVALENT COMPLIANCE; 2. THE PROPOSED ALTERNATIVE ACHIEVES THE INTENT OF THE SUBJECT DESIGN OR DEVELOPMENT STANDARD TO THE SAME OR BETTER DEGREE THAN THE SUBJECT STANDARD; 3. THE PROPOSED ALTERNATIVE ACHIEVES THE GOALS AND POLICIES OF THE AVON COMPREHENSIVE PLAN TO THE SAME OR BETTER DEGREE THAN THE SUBJECT STANDARD; 4. THE PROPOSED ALTERNATIVE RESULTS IN BENEFITS TO THE COMMUNITY THAT ARE EQUIVALENT TO OR BETTER THAN COMPLIANCE WITH THE SUBJECT STANDARD; 5. THE PROPOSED WIRE MESH DOES NOT IMPOSE GREATER IMPACTS ON ADJACENT PROPERTIES THAN WOULD OCCUR THROUGH COMPLIANCE WITH THE SPECIFIC REQUIREMENTS OF THE CODE; 6. THE MAXIMUM SQUARE FOOTAGE REQUIREMENT FOR WILDRIDGE FENCES WAS MODIFIED BY ORDINANCE 2021-09, TAKING EFFECT ON SEPTEMBER 10, 2021; AND 7. THIS APPLICATION WAS SUBMITTED BEFORE THE ORDINANCE WENT INTO EFFECT AND COMPLIED WITH THE PREVIOUSL (AFTER SUCH TIME THIS APPLICATION HONORS THE PREVIOUSLY STATED REGULATION OF 2,000 SQUARE FEET. . 2 THE MOTION WAS SECONDED BY COMMISSIONER LANIOUS. THE MOTION PASSED UNANIMOUSLY WITH A 4-0 VOTE. MNR21034 ACTION: COMMISSIONER SEKINGER MOTIONED TO APPROVE THE MINOR DEVELOPMENT PLAN FOR A FENCE BASED UPON THE FOLLOWING FINDINGS: 1. THE PROPOSED APPLICATION WAS REVIEWED PURSUANT TO §7.16.080(F), DEVELOPMENT PLAN; 2. THE DESIGN MEETS THE DEVELOPMENT AND DESIGN STANDARDS ESTABLISHED IN THE AVON DEVELOPMENT CODE, WITH ALTERNATIVE DESIGN APPROVED BY AEC APPLICATION; 3. THE APPLICATION IS COMPLETE; 4. THE APPLICATION PROVIDES SUFFICIENT INFORMATION TO ALLOW THE PZC TO DETERMINE THAT THE APPLICATION COMPLIES WITH THE RELEVANT REVIEW CRITERIA; 5. THE APPLICATION COMPLIES WITH THE GOALS AND POLICIES OF THE AVON COMPREHENSIVE PLAN; 6. THE DEMAND FOR PUBLIC SERVICES OR INFRASTRUCTURE EXCEEDING CURRENT CAPACITY IS MITIGATED BY THE APPLICATION; AND 7. THE DESIGN OF THE FENCE RELATES TO THE CHARACTER OF THE SURROUNDING COMMUNITY AND OTHER SIMILAR IMPROVEMENTS. THE MOTION WAS SECONDED BY COMMISSIONER L ANIOUS. THE MOTION PASSED UNANIMOUSLY WITH A 4-0 VOTE. 4.2. 420 W. BC BLVD / NORTH RESTROOMS– REFERRAL & PUBLIC HEARING –MINOR DEVELOPMENT PLAN FOR RESTROOM BUILDING PATH AND LANDSCAPING IMPROVEMENTS (PLANNING DIRECTOR M ATT PIELSTICKER AND PEDRO CAMPOS). PUBLIC COMMENTS: NONE ACTION: NO ACTION NECESSARY. 4.3. ONE LAKE ST. / EAST RESTROOMS– REFERRAL & PUBLIC HEARING – MAJOR DEVELOPMENT PLAN FOR RESTROOM BUILDING, PARKING, AND ASSOCIATED LANDSCAPING IMPROVEMENTS (PLANNING DIRECTOR MATT PIELSTICKER AND PEDRO CAMPOS). PUBLIC COMMENTS: NONE ACTION: NO ACTION NECESSARY. 4.4. AVON COMMUNITY HOUSING PLAN AMENDMENTS - PUBLIC HEARING – REVIEW AMENDMENTS AND MAKE RECOMMENDATION TO TOWN COUNCIL (PLANNING DIRECTOR MATT PIELSTICKER AND TOWN MANAGER ERIC HEIL) PUBLIC COMMENTS: NONE ACTION: COMMISSIONER LANIOUS MOVED TO RECOMMEND THAT THE AVON TOWN COUNCIL APPROVE THE 2021 AVON COMMUNITY HOUSING PLAN WITH STAFF’S RECOMMENDED FINDINGS. THE MOTION WAS SECONDED BY COMMISSIONER MACALLISTER AND THE MOTION PASSED UNANIMOUSLY WITH 4-0 VOTE. . 3 5. CONSENT AGENDA 5.1. APPROVAL OF MINUTES FROM SEPTEMBER 7, 2021 PZC MEETING 5.2. APPROVAL OF MAJOR DEVELOPMENT PLAN RECORD OF DECISION FOR 38460 HIGHWAY 6 CONDOMINIUM AND TOWNHOME PROJECT / MJR21007 5.3. APPROVAL OF ALTERNATIVE EQUIVALENT COMPLIANCE RECORD OF DECISION FOR 38460 HIGHWAY 6 CONDOMINIUM AND TOWNHOME PROJECT / AEC21006 ACTION: COMMISSIONER SEKENGER MADE A MOTION TO APPROVE THE CONSENT AGENDA. THE MOTINO WAS SECONDED BY COMMISSIONER LANIOUS, AND THE MOTION PASSED UNANIMOUSLY WITH A 4-0 VOTE. 6. STAFF UPDATES 6.1. VILLAGE (AT AVON) DRB MEMBER & REFERRAL PROCESS 6.2. FRONTGATE AVON CONDOMINIUMS AND TOWNHOMES 7. ADJOURN WITH NO FURTHER BUSINESS, THE MEETING WAS ADJOURNED AT APPROXIMATELY 7:14 PM. PZC Record of Decision: AEC21007 & MNR21034 Page 1 of 1 PLANNING AND ZONING COMMISSION FINDINGS OF FACT AND RECORD OF RECOMMENDATION DATE OF PUBLIC HEARING: October 5, 2021 TYPE OF APPLICATIONS: Alternative Equivalent Compliance / Minor Development Plan PROPERTY LOCATION: 2481 Draw Spur, Unit 3 FILE NUMBER: MNR21034 / AEC21007 APPLICANT: Marcia Finch This Record of Decision is made in accordance with the Avon Development Code §7.16.080(c): DECISION ON AEC21007: Approved FINDINGS: 1. The proposed application was reviewed pursuant to §7.16.120, Alternative Equivalent Compliance; 2. The proposed alternative achieves the intent of the subject design or development standard to the same or better degree than the subject standard; 3. The proposed alternative achieves the goals and policies of the Avon Comprehensive Plan to the same or better degree than the subject standard; 4. The proposed alternative results in benefits to the community that are equivalent to or better than compliance with the subject standard; 5. The proposed wire mesh does not impose greater impacts on adjacent properties than would occur through compliance with the specific requirements of the Code; 6. The maximum square footage requirement for Wildridge Fences was modified by Ordinance 2021- 09, taking effect on September 10, 2021; and 7. This application was submitted before the Ordinance went into effect and complied with the previously (after such time this application honors the previously stated regulation of 2,000 square feet. DECISION ON MNR21034: Approved 1. The proposed application was reviewed pursuant to §7.16.080(f), Development Plan; 2. The design meets the development and design standards established in the Avon Development Code, with alternative design approved by AEC application; 3. The application is complete; 4. The application provides sufficient information to allow the PZC to determine that the application complies with the relevant review criteria; 5. The application complies with the goals and policies of the Avon Comprehensive Plan; 6. The demand for public services or infrastructure exceeding current capacity is mitigated by the application; and 7. The design of the fence relates to the character of the surrounding community and other similar improvements. THESE FINDINGS OF FACT AND RECORD OF DECISION ARE HEREBY APPROVED: BY:______________________________________ DATE: ___________________ PZC Chairperson PZC Record of Decision: CPA21001 Page 1 of 1 PLANNING AND ZONING COMMISSION FINDINGS OF FACT AND RECORD OF DECISION & RECOMMENDATION DATE OF PUBLIC HEARING: October 5, 2021 TYPE OF APPLICATIONS: Comprehensive Plan Amendment PROPERTY LOCATION: N/A FILE NUMBER: CPA21001 APPLICANT: Town of Avon This Record of Decision is made in accordance with the Avon Development Code §7.16.080(c): DECISION ON AEC21007: Approved FINDINGS: 1) The Town of Avon Community Housing Plan complies with the goals and policies of the Avon Comprehensive Plan by strengthening the policy objectives related to achieving a diverse range of housing types to serve all segments of the population; 2) The Plan complies with the review criteria outlined in Section §7.16.030(e) of the Development Code; 3) The proposed Plan bolsters the purpose statements of the Development Code; Purpose (n): “Achieve a diverse range of attainable housing which meets the housing needs created by jobs in the Town, provides a range of housing types and price points to serve a complete range of life stages and promotes a balanced, diverse and stable full time residential community which is balanced with the visitor economy;”; and 4) The proposed Plan promotes the health, safety, and welfare of the Avon Community by supporting working families and building a stable community with opportunities for families and young professionals. THESE FINDINGS OF FACT AND RECORD OF DECISION ARE HEREBY APPROVED: BY:______________________________________ DATE: ___________________ PZC Chairperson _______________________________________________________________________________ 1 AVON PLANNING AND ZONING COMMISSION MEETING MINUTES FOR TUESDAY, DECEMBER 7, 2021 1. CALL TO ORDER AND ROLL CALL THE MEETING WAS CALLED TO ORDER AT 5:02 BY CHAIRPERSON BARNES. A ROLLCALL WAS TAKEN, AND PLANNING COMMISSIONERS PRESENT WERE STEVE NUSBAUM, JARED BARNES, DONNA LANG, AND ANTHONY SEKINGER. ALSO PRESENT WAS MATT PIELSTICKER, PLANNING DIRECTOR. 2. APPROVAL OF AGENDA COMMISSIONER NUSBAUM MOTIONED TO APPROVED THE AGENDA. THE MOTION PASSED UNANIMOUSLY. 3. DISCLOSURE OF ANY CONFLICTS OF INTEREST RELATED TO AGENDA ITEMS NO CONFLICTS OF INTEREST WERE NOTED. 4. BUSINESS ITEMS 4.1. MCGRADY ACRES ENCLAVE / MAJOR DEVELOPMENT PLAN / 86 & 95 POST BOULEVARD - PUBLIC HEARING – DEVELOPMENT REVIEW OF TWENTY-FOUR (24) UNIT TOWNHOME DEVELOPMENT WITH PRIVATE INTERNAL ACCESS ROADS (PLANNING DIRECTOR MATT PIELSTICKER). PUBLIC COMMENTS: BUZ DIDIER AND KEDAR GURJAR COMMENTED ON THE APPLICATION. ACTION: COMMISSIONER NUSBAUM MOTIONED TO CONTINUE THE FILE TO THE DECEMBER 21, 2021 REGULAR MEETING; SECONDED BY COMMISSIONER LANG. THE MOTION PASSED UNANIMOUSLY WITH 4- 0 VOTE. 4.2. MCGRADY ACRES ENCLAVE / PRELIMINARY SUBDIVISION (MAJOR) / 86 & 95 POST BOULEVARD– PUBLIC HEARING –PRELIMINARY SUBDIVISION REVIEW AND RECOMMENDATION TO TOWN COUNCIL (PLANNING DIRECTOR MATT PIELSTICKER). PUBLIC COMMENTS: KEDAR GURJAR COMMENTED ON THE APPLICATION. ACTION: COMMISSIONER SEKINGER MOTIONED TO CONTINUE THE FILE TO THE DECEMBER 21, 2021 REGULAR MEETING; SECONDED BY COMMISSIONER NUSBAUM. THE MOTION PASSED UNANIMOUSLY WITH 4-0 VOTE. 4.3. 2022 REGULAR MEETING SCHEDULE - REVIEW AND APPROVE 2022 MEETING SCHEDULE (PLANNING DIRECTOR MATT PIELSTICKER) ACTION: COMMISSIONER BARNES MOTIONED TO APPROVE THE 2022 MEETING SCHEDULE; SECONDED BY COMMISSIONER NUSBAUM. ALL COMMISSIONERS WERE IN FAVOR THE MOTION PASSED UNANIMOUSLY WITH 4-0 VOTE. 5. CONSENT AGENDA 5.1. APPROVAL OF MINUTES FROM OCTOBER 5, 2021 PZC MEETING 5.2. APPROVAL OF RECORD OF DECISION FOR 2841 DRAW SPUR, UNIT 3 FENCE / MNR21034 & AEC21007 5.3. APPROVAL OF RECORD OF DECISION FOR COMMUNITY HOUSING PLAN AMENDMENTS / CPA21001 _______________________________________________________________________________ 2 ACTION: COMMISSIONER BARNES MOTIONED FOR A CONTINUANCE OF THE CONSENT AGENDA DUE TO A LACK OF QUORUM FOR RELATED MATTERS; SECONDED BY COMMISSIONER SEKINGER. ALL COMMISSIONERS WERE IN FAVOR THE MOTION PASSED UNANIMOUSLY WITH 4-0 VOTE. 6. STAFF UPDATES - VILLAGE AT AVON DUAL BRAND HOTEL UPDATES - PLANNER P OSITIONS WITH TOWN 7. ADJOURN THE MEETING WAS ADJOURNED AT APPROXIMATELY 7:12PM. These meeting minutes are only a summary of the proceedings of the meeting. They are not intended to be comprehensive or to include each statement, person speaking or to portray with complete accuracy. The most accurate records of the meeting are the audio of the meeting, which is housed in the Town Clerk' s office. APPROVED: __________________________________ Chairperson