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PZC Packet 031620Notice of Regular Avon Planning and Zoning Commission Meeting March 16, 2021 at 5:00 p.m. MST WEBINAR MEETING ONLY Avon Town Hall is closed to the public due to COVID-19 pandemic health orders to restrict gatherings. Physical attendance of 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 Meeting 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 Council meeting under Government > Planning and Zoning Commission > Agendas, Packets & Materials. We apologize for the inconvenience and appreciate your patience! ______________________________________________________________________________ MEETING AGENDAS AND PACKETS ARE FOUND AT: WWW.AVON.ORG AGENDAS WERE POSTED AT AVON TOWN HALL, AVON RECREATION CENTER, AVON ELEMENTARY 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 PLANNING AND ZONING COMMISSION MEETING AGENDA TUESDAY, MARCH 16, 2021 MEETING BEGINS AT 5:00 PM VIRTUAL MEETING ONLY 1.CALL TO ORDER AND ROLL CALL 2.APPROVAL OF AGENDA 3.DISCLOSURE OF ANY CONFLICTS OF INTEREST OR EX-PARTE COMMUNICATION RELATED TO AGENDA ITEMS 4.BUSINESS ITEMS4.1. 2171 LONG SPUR – LOT 36A BLOCK 1 WILDRIDGE SUBDIVISION - PUBLIC HEARING – MAJOR DEVELOPMENT PLAN TO BUILD A NEW GARAGE AND ADDITIONAL SPACE ON THE PROPERTY (TOWN PLANNER DAVID MCWILLIAMS AND REBECCA ASBURY). 4.2. 48 RIVERFRONT LANE – LOT 1 RIVERFRONT SUBDIVISION - PUBLIC HEARING – MAJOR DEVELOPMENT PLAN FOR 13 DWELLING UNITS IN DUPLEX AND TRIPLEX DESIGN, WITH A POOL AREA AND PARKING GARAGE (TOWN PLANNER DAVID MCWILLIAMS AND JIM TELLING). 4.3. 120 METCALF ROAD – LOT 36 BLOCK 1 BENCHMARK AT BEAVER CREEK SUBDIVISION - PUBLIC HEARING –MAJOR SIGN PROGRAM FOR GERBER COLLISION AND GLASS (TOWN PLANNER DAVID MCWILLIAMS AND KIMBERLY EARNHEART). 4.4. 5150 LONGSUN LANE UNIT A - LOT 61 BLOCK 4 WILDRIDGE SUBDIVISION - PUBLIC HEARING – MAJOR DEVELOPMENT PLAN FOR A SINGLE-FAMILY HOUSE. THE HOUSE REQUIRES AN ALTERNATIVE EQUIVALENT COMPLIANCE HEARING DUE TO ROOF PITCHES UNDER 4:12 (TOWN PLANNER DAVID MCWILLIAMS AND JEFF MANLEY). 4.5. 5150 LONGSUN LANE UNIT B - LOT 61 BLOCK 4 WILDRIDGE SUBDIVISION - PUBLIC HEARING – MAJOR DEVELOPMENT PLAN FOR A SINGLE-FAMILY HOUSE. THE HOUSE REQUIRES AN ALTERNATIVE EQUIVALENT COMPLIANCE HEARING DUE TO ROOF PITCHES UNDER 4:12 (TOWN PLANNER DAVID MCWILLIAMS AND JEFF MANLEY). 5.CONSENT AGENDA5.1. MEETING MINUTES 5.1.1. FEBRUARY 2, 2021 5.1.2. MARCH 2, 2021 5.2. RECORDS OF DECISION 5.2.1. 5380 EAGLEBEND DRIVE – #MJR20005 – MAJOR DEVELOPMENT PLAN 5.2.2. 5150 LONGSUN LANE - #PUD21001 – PUD AMENDMENT 5.2.3. 1990 AND 1910 HURD LANE – #PUD21002 – PUD AMENDMENT 6.TOWN MANAGER UPDATES (TOWN MANAGER ERIC HEIL) 7.ADJOURN PLANNING AND ZONING COMMISSION MEETING MINUTES TUESDAY, FEBRUARY 2, 2021 VIRTUAL MEETING ONLY 1. CALL TO ORDER AND ROLL CALL Chairperson Jared Barnes called the meeting to order at 5:06 p.m. A roll call was taken, and Planning Commission members present were Donna Lang, Sara Lanious, and Steve Nusbaum. Also present were Town Planner David McWilliams, and Planning Director Matt Pielsticker. 2. DISCLOSURE OF ANY CONFLICTS OF INTEREST OR EX-PARTE COMMUNICATION RELATED TO AGENDA ITEMS Action: No conflicts or communication were disclosed. 3. APPROVAL OF AGENDA Action: Commissioner Nusbaum motioned to approve the agenda with the removal of item 5, due to illness. Commissioner Lanious seconded the motion and it carried unanimously 4-0. 4. BUSINESS ITEMS 4.1. 5380 EAGLEBEND DRIVE - LOT 1, BLOCK 2 EAGLEBEND SUBDIVISION - PUBLIC HEARING MAJOR DEVELOPMENT PLAN PROPOSAL FOR AN ADDITION ABOVE THE GARAGE (TOWN PLANNER DAVID MCWILLIAMS & GUY ERICKSON). Public Comment: None. Action: Commissioner Lanious motioned to approve Case #MJR20005 with the following findings and condition: Findings: 1. The Application was reviewed pursuant to §7.16.080(f), Development Plan, 2. §7.16.090(f), Design Review. The design meets the development and design standards established in the Avon Development Code; 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 relates the development to the character of the surrounding community. Condition: 1. All light fixtures on the property shall be dark sky compliant prior to completion of the addition. Commissioner Nusbaum seconded the motion and it carried unanimously 4-0. 4.2. 5150 LONGSUN LANE- LOT 61 BLOCK 4 WILDRIDGE SUBDIVISION - PUBLIC HEARING – PUD LOT SPLIT TO CHANGE THE LOT FROM DUPLEX RIGHTS TO RIGHTS FOR TWO SINGLE FAMILY HOUSES (TOWN PLANNER DAVID MCWILLIAMS & JEFF MANLEY). Public Comment: A note from Mark & Tami Marto was shown to PZC. Action: Commissioner Nusbaum motioned to continue the case until the February 16 meeting. Commissioner Lanious seconded the motion and it carried unanimously 4-0. 5. CONSENT AGENDA 5.1. JANUARY 19, 2021 MEETING MINUTES 5.2. RECORD OF DECISION – 5.2.1. 4311 EAGLEBEND DRIVE – #PUD20002 - PUD AMENDMENT 5.2.2. 950 WEST BEAVER CREEK BOULEVARD - #TEN19001 - CONDITION OF APPROVAL 5.2.3. 998 WEST BEAVER CREEK BOULEVARD – #MNR20051 - M INOR DEVELOPMENT PLAN 5.2.4. 126 RIVERFRONT LANE – #TMP21001 - TEMPORARY USE Action: Commissioner Nusbaum motioned to approve the consent agenda. Commissioner Lang seconded the motion and it carried unanimously 4-0. 6. STAFF UPDATES Staff mentioned PZC appointments, future agendas, and outreach. 7. ADJOURN There being no further business before the Commission adjourned the meeting at 7:13 p.m. 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. RESPECTFULLY SUBMITTED: _________________________________ David McWilliams, Town Planner APPROVED: __________________________________ Chairperson PLANNING AND ZONING COMMISSION MEETING MINUTES TUESDAY, MARCH 2, 2021 VIRTUAL MEETING ONLY 1. CALL TO ORDER AND ROLL CALL Chairperson Jared Barnes called the meeting to order at 5:04 p.m. A roll call was taken, and Planning Commission members present were Sara Lanious, Marty Golembiewski, Anthony Sekinger, Trevor MacAllister, and Steve Nusbaum. Also present were Town Planner David McWilliams, Planning Director Matt Pielsticker, and Town Attorney Paul Wisor. 2. APPROVAL OF AGENDA Action: Commissioner Nusbaum motioned to approve the agenda. Commissioner Lanious seconded the motion and it carried unanimously 6-0. 3. DISCLOSURE OF ANY CONFLICTS OF INTEREST OR EX-PARTE COMMUNICATION RELATED TO AGENDA ITEMS Action: No conflicts or communication were disclosed. 4. BUSINESS I TEMS 4.1. 1990 AND 1910 HURD LANE – L OT5A AND 5B NOTTINGHAM STATION SUBDIVISION – PUBLIC HEARING – PUD AMENDMENT TO ALLOW SHORT-TERM RENTALS ON THE PROPERTY (TOWN PLANNER DAVID MCWILLIAMS AND TAMRA NOTTINGHAM) Public Comment: None. Action: Commissioner Lanious motioned to approve Case #PUD21002 with the following findings: 1. The Application meets the eligibility requirements for a Minor PUD Amendment by not increasing density, increasing the amount of nonresidential land use, or significantly altering any approved building scale or mass of development; 2. The Application is complete; 3. The Application provides sufficient information to allow PZC to determine that the application complies with the relevant Review Criteria, ADC §7.16.060(e)(4); 4. The Application complies with the goals and policies of the Avon Comprehensive Plan; 5. There is no extra demand for public services or infrastructure exceeding current capacity by the 1. Application; 6. The PUD Amendment does not substantively change the character of the development and maintains the intent and integrity of the Nottingham Station PUD; and 7. Compared to the underlying zoning, the Minor PUD Amendment is not likely to result in significant adverse impacts upon the natural environment. Commissioner Nusbaum seconded the motion and it carried unanimously 6-0. 5. WORK SESSION 5.1. COMMUNITY HOUSING PLAN - WORK SESSION – STAFF IS IN THE MIDST OF TOWN COUNCIL-LED UPDATE TO THE HOUSING PLAN AND SEEKS DIRECTION ON THE LANGUAGE (COMMUNITY DEVELOPMENT DIRECTOR MATT PIELSTICKER). Action: PZC mentioned some metrics it wished to see in the Comprehensive Plan Amendment report. 6. CONSENT AGENDA 6.1. MEETING MINUTES 6.1.1. FEBRUARY 2, 2021 6.1.2. FEBRUARY 16, 2021 6.2. RECORD OF DECISION 6.2.1. 5380 EAGLEBEND DRIVE – #MJR20005 – MAJOR DEVELOPMENT PLAN 6.2.2. 5150 LONGSUN LANE - #PUD21001 – PUD AMENDMENT Action: Commissioner Nusbaum motioned to approve the February 16 meeting minutes, and move remaining consent agenda items to the next meeting due to lack of quorum for PZC members attending the February 2 meeting. Commissioner Sekinger seconded the motion and it carried unanimously 6-0. 7. STAFF UPDATES Action: Staff presented various updates, including Art In Avon. 8. ADJOURN There being no further business before the Commission adjourned the meeting at 6:14 p.m. 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. RESPECTFULLY SUBMITTED: _________________________________ David McWilliams, Town Planner APPROVED: __________________________________ Chairperson PZC Record of Decision: MNR20005 Page 1 of 1 PLANNING AND ZONING COMMISSION FINDINGS OF FACT AND RECORD OF DECISION DATE OF DECISION: February 2, 2021 TYPE OF APPLICATION: Major Development Plan PROPERTY LOCATION: Lot 1, Block 2, Filing 1 Eaglebend Subdivision FILE NUMBER: MJR20005 APPLICANT: Guy Erickson This Record of Decision is made in accordance with the Avon Development Code §7.16.080(c): DECISION: Approval of the development plan with the following findings and condition: FINDINGS: 1. The Application was reviewed pursuant to §7.16.080(f), Development Plan, §7.16.090(f), Design Review. The design meets the development and design 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. CONDITION: 1. All light fixtures on the property shall be dark sky compliant prior to completion of the addition. THESE FINDINGS OF FACT AND RECORD OF DECISION ARE HEREBY APPROVED: BY:______________________________________ DATE: ___________________ PZC Chairperson PZC Record of Decision & Recommendation - File#PUD21001 Page 1 of 1 PLANNING AND ZONING COMMISSION RECORD OF DECISION DATE OF DECISION: February 16, 2021 TYPE OF APPLICATION: Minor PUD Amendment- Wildridge Lot Split PROPERTY LOCATION: Lot 61 Block 4 Wildridge Subdivision FILE NUMBER: PUD21001 APPLICANT: Jeff Manley This decision is made in accordance with the Avon Development Code §7.16.060: DECISION: Recommendation for Town Council to approve the application pursuant to the following findings and conditions: Findings: 1. The Application meets the eligibility requirements for a Minor PUD Amendment by not increasing density, increasing the amount of nonresidential land use, or significantly altering any approved building scale and mass of the development; 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 is in conformance with §7.16.060(e)(4), Review Criteria, ADC, and compared to the underlying zoning, the Minor PUD Amendment is not likely to result in significant adverse impacts upon the natural environment or neighboring properties; 5. The application complies with the goals and policies of the Avon Comprehensive Plan; 6. The Application does not change the character of the development and maintains the intent and integrity of the PUD with two residential dwelling units on the Property; and 7. The Application promotes the public health, safety and welfare over that of the existing development rights for a duplex because the Applicant is imposing stricter standards than the existing development standards. Conditions: 1. Storm water drainage easements between property lines shall be demonstrated with a subdivision application; and 2. Plat Note 9 will be amended to state that roof overhangs, decks and terraces are not allowed to extend beyond the building envelope. THESE FINDINGS OF FACT AND RECORD OF DECISION ARE HEREBY APPROVED: BY:______________________________________ DATE: ___________________ PZC Chairperson PZC Record of Decision & Recommendation - File#PUD21002 Page 1 of 1 PLANNING AND ZONING COMMISSION RECORD OF DECISION DATE OF DECISION: March 2, 2021 TYPE OF APPLICATION: Minor PUD Amendment PROPERTY LOCATION: Lot 5A and 5B Nottingham Station Subdivision FILE NUMBER: PUD21002 APPLICANT: Tamra Nottingham This decision is made in accordance with the Avon Development Code §7.16.060: DECISION: Recommendation for Town Council to approve the application pursuant to the following findings: Findings: 1. The Application meets the eligibility requirements for a Minor PUD Amendment by not increasing density, increasing the amount of nonresidential land use, or significantly altering any approved building scale or mass of development; 2. The Application is complete; 3. The Application provides sufficient information to allow PZC to determine that the application complies with the relevant Review Criteria, ADC §7.16.060(e)(4); 4. The Application complies with the goals and policies of the Avon Comprehensive Plan; 5. There is no extra demand for public services or infrastructure exceeding current capacity by the 6. Application; 7. The PUD Amendment does not substantively change the character of the development and maintains the intent and integrity of the Nottingham Station PUD; and 8. Compared to the underlying zoning, the Minor PUD Amendment is not likely to result in significant adverse impacts upon the natural environment. THESE FINDINGS OF FACT AND RECORD OF DECISION ARE HEREBY APPROVED: BY:______________________________________ DATE: ___________________ PZC Chairperson Page 1 of 5 TO: Planning and Zoning Commission FROM: David McWilliams, AICP, Town Planner RE: MJR21001 Major Development Plan PUBLIC HEARING Lot 36A, Block 1, Wildridge Subdivision / 2171 Long Spur DATE: March 11, 2021 STAFF REPORT OVERVIEW: This Staff report contains one application for consideration by the Planning and Zoning Commission (PZC): Major Development Plan (MJR) with Design Review for an addition to an existing house. Application Type: Major Development Plan Property Address: 2171 Long Spur Property Zoning: PUD Property Size: 0.217 Acres Applicant/Property Owner Name: Rebecca Asbury SUMMARY OF REQUEST: Rebecca Asbury (the Applicant) proposes a two-car garage addition abutting the existing house, a new room on the top level, and interior conversion of space. In total, the addition adds 923 square feet to the building. The existing home is a duplex on the rear of the lot. PUBLIC NOTICE: Notice of the public hearing was published in the March 5, 2021 edition of 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 type. PROPERTY DESCRIPTION: Lot 36A is 0.217 acres located near the end of Long Spur. Surrounding properties include single-family and duplexes. Page 2 of 5 PLANNING ANALYSIS: Lot Coverage, Setback and Easements: The lot has traditional building envelope and easements, except that the lot line perpendicular to the cul-de-sac is deemed a rear line: Front Rear 25’ 10’ Building Height: The maximum building height permitted for this property is 35’ and the design complies, at 29’9”. DESIGN STANDARDS ANALYSIS: Landscaping: A mature aspen and spruce tree are proposed to be removed. No additional landscaping is proposed. Per ACD Sec. 7.28.050(g)(1)(iv), with underlining for emphasis: (iv) Significant trees and vegetation that are removed from a site shall be replaced as set forth in this Section. (A)Significant Trees. Significant trees, as defined by this Section, shall be preserved to the maximum extent feasible. (1) A significant tree means a tree of at least eighteen (18) inches in diameter for a deciduous tree and twelve (12) inches for evergreens, measured at a height of fifty-four (54) inches above the ground. (2) When a significant tree is removed, it shall be replaced on the lot, with a minimum of two (2) trees a minimum height of eight (8) feet or a minimum caliper of two and one-half (2.5) inches. (3) Replacement trees shall be maintained through an establishment period of at least three (3) years, except that single-family and duplex dwellings shall have an applicable establishment period of one (1) year. (4) It is the responsibility of the property owner to preserve and maintain any established significant tree. (5) Alternative tree removal guidelines are at the discretion of the Director. Staff defers the decision of alternative tree removal to PZC but suggests the addition of appropriate landscaping on or near the west lot line might serve the project. Building Design, Building Materials and Colors: ADC Sec. 7.28(c)(3)(i) states, “The use of high quality, durable building materials is required. Exterior walls shall be finished with materials used in a manner sympathetic to the scale and architectural style of the building”. All proposed building materials match the existing: brown painted wood and dark brown trim finishes. All colors are compliant with applicable regulations and are earth- tone. The inclusion of windows and a revised entry door make this addition approachable from the street-level. The north elevation (A1.3) does not appear to show the proposed windows that are visible in plan-view and should be further studied during the hearing. Roof Material and Pitch: The Application requests 4:12 pitches on the new roofs, thereby matching the rest of the house and in compliance with ADC minimum standards. There is a small flat roof shown on the area between the main house and the new garage (A1.1 and A1.5) that is compliant under ADC, but may be concerning due to potential snow and ice accumulation. Image of the inspiration for the front entryway. The built one will have a flatter roof. Page 3 of 5 Exterior Lighting: Lighting is not proposed in the Application. Existing lighting is appears dark sky compliant, per Building Code Sec. 15.30. Staff recommends a condition of approval that all lighting on the new areas also be dark sky compliant fixtures. Four-sided design: ADC Sec. 7.28.090(d)(5) states, “All sides of a residential building shall display a similar level of quality and architectural detailing. Architectural features and treatments shall not be restricted to a single facade.” Staff is satisfied that the modified elevations have high quality detailing, thus complying with four-sided design regulations. Pending the clarification on the north elevation, the garage walls are sufficiently detailed to avoid a monotonous façade on all sides. MAJOR DEVELOPMENT PLAN & DESIGN REVIEW - REVIEW CRITERIA: § 7.16.080(f), 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 purposes outlined in the Development Code. Purpose (a) states, “Divide the Town into zones, restricting and requiring therein the location, erection, construction, reconstruction, alteration and use of buildings, structures and land for trade, industry, residence and other specified uses; regulate the intensity of the use of lot areas; regulate and determine the area of open spaces surrounding such buildings; establish building lines and locations of buildings designed for specified industrial, commercial, residential and other uses within such areas; establish standards to which buildings or structures shall conform; establish standards for use of areas adjoining such buildings or structures.” Purpose (l) states, “Promote architectural design which is compatible, functional, practical and complimentary checking to Avon's sub-alpine environment”. 2. Evidence of substantial compliance with §7.16.090, Design Review; Staff Response: This Major Design and Development Plan Application should be assessed for compliance with the Design Review criteria of the Development Code, found below. The Design Review section seeks quality development and structures that are visually harmonious with the site and the surrounding vicinity. 3. Consistency with the Avon Comprehensive Plan; Staff Response: The site is in the District 11, Northern Residential District of the Comprehensive Plan, which states in its overview, “due to the limited number of existing trees and shrubs and the open character of the property, special care should be taken to ensure that all structures are compatible with one another and in harmony with the natural surroundings.” Additional landscaping, as recommended in the conditions, could provide more constructed harmony. This district includes the following Planning Principles: • Identify, delineate, and enhance all open space parcels and paved and unpaved trails. • Provide alternatives to the roadways for pedestrian circulation and greater connection to the surrounding open space. • Preserve and enhance the existing open space trails and explore the possibility of developing additional parcels into pocket parks. • Add an alternative or second access route to Wildridge (perhaps forest service road during the spring Image of garage door design. Page 4 of 5 and summer). Encourage and support development that: • Prohibits significant alteration of natural environment as well as ridgeline and steep slope development. This area should be highly sensitive to visual impacts of improvements, wildlife preservation, and lighting. • Prohibits significant alteration of natural environment as well as ridgeline and steep slope development. This area should be highly sensitive to visual impacts of improvements, wildlife preservation, and lighting. • Provides the development of a trailhead to access the surrounding public lands. • Provides sidewalks and pedestrian connections. 4. 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 conforms with the accompanying requirements of the PUD zoning and the Development Code. Conformance with the building envelope and maximum elevation are confirmed with the Application. While not required, the applicant has received duplex-neighbor approval. 5. 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; and Staff Response: The analysis contained in this Staff report addresses all applicable Development Code standards. 6. That the development can be adequately served by city services including but not limited to roads, water, wastewater, fire protection, and emergency medical services. Staff Response: The Application is served by all city services. §7.16.090(f), Design Review: 1. The design relates the development to 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 Application proposes a design that relates to the character of Avon. 2. The design meets the development and design standards established in this Development Code; and Staff Response: The design is compliant with the development and design standards contained in the Development Code. 3. The design reflects the long- range goals and design criteria from the Avon Comprehensive Plan and other applicable, adopted plan documents. Staff Response: Applicable adopted plans include the Avon Comprehensive Plan and provisions of the Development Code. The design has been evaluated for conformance with these plans and Staff has determined the proposed design meets the requirements. RECOMMENDED MOTION: “I move to approve Case #MJR21001, an application for Major Design and Development Plan for Lot 36A, Block 1, Wildridge Subdivision together with the findings of fact and conditions Page 5 of 5 outlined by Staff.” Findings: 1. The Application was reviewed pursuant to §7.16.080(f), Development Plan, §7.16.090(f), Design Review. The design meets the development and design 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. Condition: 1. Additional landscaping in the form of shrubs and one tree shall be planted between the west property line and the building addition; and 2. All exterior lighting will be Dark Sky Compliant. ATTACHMENT: A. Application Materials LINKS: Comprehensive Plan Avon Development Code Thank you, David McWilliams 970-749-4023 / cmcwilliams@avon.org Page 1 of 8 TO: Planning and Zoning Commission FROM: David McWilliams, AICP, Town Planner RE: MJR20006 – PUBLIC HEARING – Major Development Plan on Lot 1 Riverfront Subdivision – 42 Riverfront Lane DATE: March 11, 2021 STAFF REPORT OVERVIEW: This Staff report contains one application for consideration by the Planning and Zoning Commission (PZC): Major Development Plan (MJR) with Design Review for 13 townhome units around a pool deck, with a parking garage. Application Type: Major Development Plan Property Address: 42 Riverfront Lane Property Zoning: PUD Property Size: 1.7 Acres Applicant/Property Owner Name: EW Riverfront East Investor, LLC SUMMARY OF REQUEST: EW Riverfront East Investor, LLC (the Applicant) proposes a new development on Lot 1. This is the first of a two (2) phase project. Phase I —which is the subject of the pending application—proposes the development of 13 townhome units in four buildings: a duplex, a triplex, and two fourplexes. Phase II will include a 40-unit condo building on top of the underground parking garage to be constructed as part of phase I. These phases will be the final development for the Riverfront PUD. PZC is instructed to view this application as a stand-alone, and complete design review of this phase only. Of the four (4) townhome buildings proposed, three (3) are 3 stories and two (2) present themselves as 2 stories from the pool deck. The other is 2 stories. Roof forms are abutting shed or disjointed gables. While the final phasing proposes two (2) primary entry points along Riverfront Lane, only the garage entry facing east will be built in phase I and the garage area facing north (future check-in area) will be built in phase II. The property is zoned PUD and allows the uses proposed in this application. PROCESS: Major Development Plan applications within the Riverfront Planned Unit Development (PUD) are reviewed by PZC, with a recommendation given to Town Council for final review and decision. Town Council review is tentatively scheduled for April 13, 2021. PUBLIC NOTICE: Notice of the public hearing was published in the March 5, 2021 edition of 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 type. PROPERTY DESCRIPTION: Lot 1 is 1.7 acres located on the east side of the Riverfront PUD. The PUD includes Page 2 of 8 overall dwelling unit and site coverage requirements that span the entire PUD (Attachment D). PLANNING ANALYSIS: Lot Coverage, Setback and Easements: Lot 1 has the following building envelope and easements: Front Side (west) Back (Eagle River) 10’ 0’ 75’ Building Height: The maximum building height permitted for this property is 105 ’ and the Application includes buildings between 31’-7” and 43’. Additionally, there is a height step-back requirement of 55’ that includes the southern edge of the townhomes, and this Application is compliant. The hatched line within the buildings shows the 55' step-back line. Deed Restricted Housing: The Riverfront PUD requires that Lot 1 includes two (2) units of over 1,000 square feet to be deed restricted to residents of the County. Staff assumes these will be included in phase II of the project, but the only guiding language in the PUD is ”as a condition of receiving any certificate of occupancy”. DESIGN STANDARDS ANALYSIS: The PUD has its own Design Standards, which are elaborated on when applicable. In cases where the PUD is silent, ADC standards preside. Parking: Per the PUD, the 13-unit development requires a total of o1.2 parking space per unit, with a 15% reduction for 14 total and the Application includes 33 spaces, all within the garage. Staff is unsure how the 33 spaces will be used for phase II. Projects with over 25 parking spaces are required to provide bicycle parking facilities at a rate of one (1) bicycle parking space for every ten (10) vehicle parking spaces per ADC Sec. 7.28.020(j). The applicant proposes eight (8) bike parking spaces on the north side of the project, near the northern garage entry. Electric Vehicle parking is required per ADC Sec. 7.28.020(g)(2)(iv) and the garage plan demonstrates compliance with the regulation. Page 3 of 8 A new design for short-term parking on Riverfront Lane is underway for the area north of Lot 1, and implementation is recommended before a building permit will be issued for phase I. If only phase I is built, the garage will be a freestanding parking structure occupying more than 30% of the street frontage. ADC language for parking garages is included below and prohibits this amount of street frontage. A visual description of the garage treatment with only phase I is included as Attachment B. It demonstrates that the garage will be approximately 2-3 feet above road grade on the western side of the development and be higher traveling east. As the first of a phased project, staff does not feel that subsection (ii) applies but wants to be transparent about the language. Even if phase II were not stated, staff expects a treatment commensurate with the product being sold. (1) Multi-Family Developments: (i) Garage entries, carports, parking areas and parking structures shall be internalized in building groupings or oriented away from street frontage. (ii) Parking areas and freestanding parking structures (detached garages or carports) shall not occupy more than thirty percent (30%) of each perimeter public street frontage of a multi-family development. (iii) Above-grade parking structures that are visible from perimeter public streets shall be sited so that the narrow end of the parking structure is perpendicular to the perimeter street. (iv) Detached garages and carports shall incorporate compatible materials, scale, colors, architectural details and roof slopes similar to those of the primary multi-family buildings. (v) Rear walls of detached garages over forty (40) feet in length that back onto the perimeter street or adjacent property lines shall be articulated through the use of window openings or other similar techniques. Landscaping & Irrigation: The total landscape area proposed is 25,439 square feet, or 34.3% of the total area of the lot. 1,676 Landscape Units are proposed, primarily of blue spruce, fir, bristlecone pine, aspen, maple, several deciduous shrub species, ornamental grasses, and ground cover. The Application proposes temporary reseeding of the northern area, but is unclear about what landscaping is included as phase I. Staff suggests a line of delineation showing the landscaped areas of phase I, which areas will be temporarily seeded with grasses, and what will be installed for phase II. The Applicant has not proposed an irrigation plan, and hydrozones are not expressly demarcated. The Applicant states that the landscape plan has been prepared to meet the LEED Gold standard, therefore anticipates an intense focus on water conservation practices. Staff suggests that the application can be approved with the condition that a satisfactory irrigation plan is presented and approved by Staff prior to implementation. The PUD Development Plan states, “The 75-foot river setback will be largely left in its natural state”. It is currently disturbed and includes a pedestrian trail. Staff is comfortable with the improvements (existing trail) within the setback. Building Design, Building Materials and Colors: The primary exterior building materials are stone veneer, stained wood siding, cementitious stucco, and metal windows and doors. Materials and colors were reviewed for conformance with the PUD Development Plan and determined to comply with the design standards. All materials are of high quality and compliment Avon’s built landscape. Staff recommends that an on-site mockup be a requirement for final review of building materials and colors. A color and material board is included as page 38 of Attachment A. Page 4 of 8 Shade Analysis: Per the PUD, a shade analysis is required. For phase I only, Staff has no comment. Roof Material and Pitch: The applicant proposes primarily 2:12 composite roof pitches, with secondary standing seam metal roofs at 2:12, conforming with the PUD Development Standards. Potential solar panel locations are marked, per Building Code Sec. 15.26.050. Screening: Several mechanical features occupy the northwest side of the proposal. Their locations are properly screened with landscaping, although it is unclear if any of the equipment or landscaping will be installed during phase I, as it appears more related to the building than the garage. This clarification is suggested for Town Council. Snow Removal: The Riverfront property is responsible for its own snow removal, both internally and along Riverfront Lane. Several snow storage areas along the sidewalk area are proposed, complying with ADC minimums of 20%. Exterior Lighting: The proposed exterior building lighting (cut sheets, Attachment C) are flat full cutoff sconces. The locations and brightness comply with ADC requirements. Fences: Fence design is not fully elaborated for this plan. There is a 5- foot metal fence around the pool area and a 4-foot guard rail between the pedestrian paths on the west of the project. Staff suggests the inclusion of the materials for Town Council review. Further, the barrier between the pool deck area and eastern garage door may need clarification, as shown on the image. Retaining Walls: There are rock retaining walls between unit 4 and 5 and others flaring out of the buildings, perpendicular to the river. All other walls are proposed as cement, some with stone caps, mostly interacting with stairways and parking areas. There does not appear to be a barrier protecting between the deck area and the garage entry. Page 5 of 8 Internal Connectivity: The PUD states, “Pathways shall also create a network within the Village itself, linking the different buildings along the length of the site and providing pedestrian access to defined access/ gathering points along the River. The Plaza and pathways within the Riverfront Village should encourage a pedestrian-friendly environment.” This Application creates a strong east-west connection along the north side of phase I and several north-south connections. The duplicative pedestrian pathway, pictured to the left, to the west of units 8-11 and on Lot 2 should be closely reviewed for compliance with the PUD standard. MAJOR DEVELOPMENT PLAN & DESIGN REVIEW - REVIEW CRITERIA: § 7.16.080(f), 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 complies with the applicable purposes outlined in the Development Code. Purpose (f) states, “Provide a planned and orderly use of land, protection of the environment and preservation of viability, all to conserve the value of the investments of the people of the Avon community and encourage a high quality of life and the most appropriate use of land throughout the municipality.” 2. Evidence of substantial compliance with §7.16.090, Design Review; Staff Response: The Design Review section seeks quality development and structures that are visually harmonious with the site and the surrounding vicinity. Conformance with this code section is discussed below and in Staff Analysis. 3. Consistency with the Avon Comprehensive Plan; Staff Response: The site is located in the Riverfront District (District 2 in the Comprehensive Plan), which states, “Visibility from U.S. Highway 6, protection and enhancement of the riparian environment along the Eagle River, and appropriate public access along the river should be taken into consideration with all development.” Select district principles are elaborated below, with Staff responses: • Orient buildings to capitalize on the Eagle River as an amenity. Use sensitive site planning, architectural detailing, articulation, and appropriate setbacks, color, screening, and scale of structure to preserve the character of the river and its associated natural habitat. • Limit building height to a scale that is subordinate to Town Center and compatible with the river environment. Buildings should be designed to step down in height as they near the river and in response to the natural topography. • Minimize the loss of trees and impact to the riparian area while achieving urban design goals. The scale and design detail of the buildings do not dominate the site and is in scale with the river setting. The building height is subordinate to Town Center and the buildings step down with the naturally sloping topography. The impact to existing vegetation is minimal. Other general Goals and Policies are listed below: Goal A.1: Promote a compact community form. Goal B.2: Ensure that Avon continues to develop as a community of safe, interactive, and cohesive neighborhoods that contribute to the Town’s overall character and image. Goal B.4: Encourage commercial development that enhances Avon’s overall economic health, contributes Page 6 of 8 to the community’s image and character, and provides residents and visitors with increased choices and services. Goal C.1: Ensure that development is compatible with existing and planned adjacent development and contributes to Avon’s community image and character. Goal E.1: Achieve a diverse range of housing densities, styles, and types, including rental and for sale, to serve all segments of the population. Staff finds consistency with the form, cohesion, compatibility, and housing types offered in this project. 4. 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 was reviewed for the requirements accompanying the PUD Development Plan and the Avon Development Code and found to be consistent with them. 5. 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; and Staff Response: The analysis contained in this Staff report addresses all applicable ADC standards. 6. That the development can be adequately served by city services including but not limited to roads, water, wastewater, fire protection, and emergency medical services. Staff Response: All special services are well established in the subdivision. Pertinent fire protection, water and wastewater requirements have been coordinated with the special districts serving the property. §7.16.090(f), Design Review Criteria 1. The design relates the development to the character of the surrounding community; or, where redevelopment is anticipated, relates the development to the character of Avon as a whole; Staff Response: Staff finds that design of the buildings compliments the surrounding Riverfront community in form and function. 2. The design meets the development and design standards established in this Development Code; Page 7 of 8 and Staff Response: Staff finds the Application in compliance with the D evelopment and D esign Standards contained in the ADC. 3. The design reflects the long-range goals and design criteria from the Avon Comprehensive Plan and other applicable, adopted plan documents. Staff Response: Applicable adopted plans include the Avon Comprehensive Plan, provisions of the ADC, and the PUD Design Standards. The design has been evaluated for conformance with these plans and Staff has determined the proposed design meets the requirements. RECOMMENDED MOTION FOR APPROVAL: “I move to recommend Avon Town Council approve Case #MJR20006, an application for Major Design and Development Plan for Lot 1 Riverfront Subdivision, together with the Findings and Conditions as recommended by Staff.” Findings: 1. The proposed application was reviewed pursuant to §7.16.080(f), Development Plan, §7.16.090(f), Design Review. The design meets the development and design standards established in the Avon Development Code and the PUD Design Standards; 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; and 5. The design relates the development to the character of the surrounding community. Conditions: 1. A stormwater quality plan will be approved by Staff before issuing a building permit; 2. Temporary parking design for the area north of Lot 1 is required before issuing a building permit; 3. An irrigation plan is required to be approved by Staff before issuing a building permit; 4. Temporary irrigation systems must be removed upon sufficient vegetation establishment, which shall not exceed one (1) year for ground cover, two (2) years for shrubs or three (3) years for trees; 5. An on-site materials mockup will be presented for final review of building materials and colors before issuing a building; and 6. The following will be presented for Town Council review: a. Description of deed restricted housing b. Fence and guardrail materials and clarification above the garage c. A revised landscape plan delineating the landscaped areas of phase I, temporarily seeded grass areas, and the landscaped areas of phase II d. mountable curbs should only be in the vicinity of the dumpster ATTACHMENTS: A. Application Narrative and Development Plans B. Phase 1 Garage Exhibit C. Lighting Cut Sheets D. PUD Tracker E. PUD LINKS: Page 8 of 8 Comprehensive Plan Avon Development Code Thank you, David McWilliams 970-749-4023 cmcwilliams@avon.org ONE RIVERFRONT TOWNHOMES Major Development Plan Application (Phase 1) Application Narrative Submitted: Lot 1 | Riverfront Village PUD February 19, 2021 Attachment A A. INTRODUCTION The applicant and owner EW Riverfront East Investor, LLC is hereby submitting a Major Development Plan application to the Town of Avon for Phase 1 of the Lot 1 Riverfront Planned Unit Development (PUD) and Subdivision. Henceforward, Phases 1 and 2 of the project are referenced as “One Riverfront,” with Phase 1 referenced as “One Riverfront Townhomes.” The legal description of the property is as follows: Lot 1, Riverfront Subdivision; and the physical address is 42 Riverfront Lane, Avon, Colorado, 81620. The enclosed application is for Phase 1 of the project. One Riverfront is proposed on Lot 1, the easternmost of the seven lots that compromise the Riverfront PUD. First adopted in 2006, the Riverfront PUD has been developed incrementally since that time. Lots 2 and 3 were developed first between 2006 and 2008, resulting in the Westin Riverfront Hotel and Spa, and Westin Residences. Between 2016 and 2020 Lots 4 and 5 were developed as the Riverfront Lodge and Townhomes respectively, with the Riverfront Lodge complete except for landscaping, which will take place in spring 2021. Lots 6 and 7 at the far west end of the PUD are under construction as the Riverfront Residences with a targeted completion of fall of 2021. Upon completion of both Phases 1 and 2, One Riverfront will accomplish the full build-out of the Riverfront PUD as Avon’s premiere residential and hospitality neighborhood. As the last parcel to be built-out, One Riverfront will anchor the eastern end of the Riverfront PUD and be an important landmark for the west Town Center district of Avon. One Riverfront has been conceived to fit within the overall neighborhood. The proposed architecture and landscape design for One Riverfront is complementary to the overall style of Riverfront while introducing special elements responsive to its site and program opportunities. B. PROJECT OVERVIEW The Lot 1 property is 1.7 acres in area. It is surrounded by the Eagle River to the south, Riverfront Lane to the north and east, and the Westin Riverfront Hotel to the west. The Eagle Valley Regional Trail and the Riverfront Park that border the site to the south are part of the program of amenities and public benefits that have been implemented as part of the Riverfront PUD. Avon Road to the east and the Union Pacific Railroad corridor to the north are other important adjacencies influencing the layout of the project. The Major Development Plan for One Riverfront calls for the eventual development of fifty- three (53) units total on Lot 1 in two phases. Organized around a south-facing central pool amenity space, thirteen (13) units are proposed in Phase 1 as 2–to-3 story townhomes (One Attachment A Riverfront Townhomes). Subsequent to this project, forty (40) units are proposed in Phase 2 as a future 7-story condominium building (One Riverfront Condominiums). One Riverfront Townhomes: The One Riverfront Townhomes represent Phase 1 of the overall project and are comprised of thirteen (13) townhome units within 4 buildings (duplex, triplex, and fourplex configurations) organized around a common pool deck. One fourplex varying between 2- and 3 stories is located along the west side of the lot adjacent to the Westin. One 2-story duplex is located along the east edge of the lot along Riverfront Lane. A 3-story triplex and a 3-story fourplex are located along the southern edge of the property, overlooking the Eagle River and creating a view corridor for the pool area and units to the north. These river units enjoy expansive views to Beaver Creek and the Eagle River to the south. The Townhomes will be serviced by an underground parking garage that sits below the future Condominium Building, and can be entered from Riverfront Lane to the east. The four buildings form a courtyard space with heated pool, 3 hot tubs, and hardscape. The total project floor area is approximately 37,000 SF. The architectural character of the Townhomes is one which acts as a “good neighbor” to the Westin and the entire Riverfront neighborhood, through the use of similar roof forms and massing, along with complementary colors and exterior finish materials, including: stone veneer to anchor the buildings to the site, stained wood siding, cementitious architectural panels, expressed glu- lam structure, metal-clad windows and doors, composite shingles, and standing seam metal roofs. The Townhomes will be certified LEED Gold and the team is studying the possibility of introducing sustainability initiatives that will propel the project beyond this metric. One Riverfront Condominiums: Phase 2 of the project is the One Riverfront Condominiums, which is a 40-unit condominium building at the north end of the site. This project will be submitted to the Planning and Zoning Commission at a future date. C. CONFORMANCE TO THE RIVERFRONT PUD The development plan aims to meet the goals of Avon’s Comprehensive and Development Codes by providing a development concept that promotes quality real estate compatible with surrounding land uses and fulfills the vision of the Riverfront Village PUD. The development plan has been prepared to be consistent with the dimensional limitations and design guidelines established by the Riverfront PUD guide. The proposed thirteen (13) Attachment A current units and future forty (40) units fall within the overall allowable density per the Riverfront PUD. The overall density of the project is thirty-one (31) dwelling units per acre. The proposed development plan respects setbacks and easements established by the original PUD in 2006 and recorded amendments in 2017 and 2019. The amendments honor the town’s 75-foot riparian stream setback, and the open space and recreation corridor previously established by the Riverfront Village remains intact. No variances from the PUD and the Town’s Development Code are proposed nor anticipated in association with the application. The only potential deviation is regarding the 5,000 square foot maximum of permanently irrigated landscape area allowed. The landscape design for One Riverfront as currently proposed includes 7,594 square feet of permanently irrigated landscape area. The 2,594 square feet in excess is proposed to effectively landscape all four sides and central area associated with the proposed buildings, to screen private spaces, complement the architecture, and integrate the overall project into the Riverfront subdivision and west Town Center. The proposed landscape design otherwise applies the principles of xeriscape to achieve a water-conserving landscape that meets the requirements of LEED Gold certification. Additionally, there is no irrigated sod proposed for the project and any green space near the pool deck will be comprised of artificial turf. D. SITE CACULATIONS, HEIGHT, BULK, AND MASS The following are key statistics regarding the proposed development including site calculations and key dimensional measurements. Total Lot 1 area: 74,030 SF Building Footprint Area: 28,474 SF (38.5% of Lot 1 Area) Paved Area (Heated): 7,355 SF (9.9% of Lot 1 Area) / 253 SF in Riverfront Ln ROW Paved Area (Unheated): 7,712 SF (10.4% of Lot 1 Area) Total Impervious Area: 44,541 SF (60.2% of Lot 1 Area) Landscape Area: 25,439 SF (34.4% of Lot 1 Area) Building Heights: Townhome Buildings: maximum height to the tallest point on the roof: Units 1, 2, 3, and 4 maximum height is 43’-0” Units 5, 6 and 7 maximum height is 42’-10” Units 8, 9, 10, and 11 maximum height is 40’-1” Units 12 and 13 maximum height is 31’-7” Attachment A E. LANDSCAPE, SITE ELEMENTS, AND SITE AMENITIES One Riverfront seeks to fit within the overall character of the Riverfront PUD and integrate into the natural context and setting along the Eagle River. Strategic landscaping and distribution of exterior amenities and uses throughout the project site create an environment for residents to enjoy the outdoors. The landscape and irrigation are designed to conform to the Town’s standards and also meet a LEED Gold certification. The approach is to create an attractive landscape using drought-tolerant adaptable plants, organized by watering zones and coordinated with an automated irrigation system using efficient emitters and micro-spray heads. Landscaping is proposed to help ground the building, screen utilities, and provide privacy where needed. Certain areas receive greater landscape emphasis based on location and prominence within the site as appropriate. Landscape calculations for One Riverfront are as follow: Total proposed landscape area: 24,439 SF or 34.4% of the Lot 1 area Total irrigated area: 7,594 SF or 30.0% of the proposed landscape area Total spray irrigated area: 1,167 SF or 15.3% of total irrigated area Total drip irrigated area: 6,427 SF or 84.7% of total irrigated area Temporary irrigated area: 9,568 SF (for revegetation seeded areas) Exterior amenities include the pool deck, pool and spas, internal sidewalks, perimeter sidewalk, and connection to the regional recreation path along the Eagle River. The pool is proposed as a family pool with areas both for play and relaxation. Three hot tub spas are proposed with two potentially connected to the pool and one located at the southeast corner of the pool deck. F. PARKING Parking for the One Riverfront Townhomes is proposed within a 1-story underground garage. The garage is 18,103 square feet in area and provides thirty-three (33) spaces for the thirteen (13) units. It applies the parking requirement of 1.2 parking spaces per unit and a 15% reduction per the PUD parking requirements for Lot 1. Two ADA spaces are provided, one standard ADA space and one van ADA space. The garage also includes 5 Spaces that are EV- capable, 4 spaces that are EVSE-ready, and 2 spaces that are EVSE-installed. The access from Attachment A the underground garage to the Townhomes is from the east and south sides of the garage, along Riverfront Lane and within the courtyard. Temporary short-term parking for the Westin hotel that currently occurs along the northern edge of Lot 1 is being replaced by the Westin hotel in other areas of Riverfront Lane that have been coordinated with Town representatives. These new temporary short-term parking areas are shown on the overall Riverfront Site Illustrative for reference. These improvements will be submitted as a separate application by the Westin Hotel in direct association with the One Riverfront proposal. - END OF NARRATIVE - Attachment A Attachment A Attachment A EXISTING CONDITIONS SURVEY © 2020 Zehren and Associates, Inc. east west partners PLANNING AND ZONING SUBMITTAL T112.18.2020ONE RIVERFRONT Attachment A Attachment A Attachment A Attachment A Attachment A Attachment A RIVE R F R O N T L A N E AVON ROADRIVE R F R O N T L A N E WATE R F R O N T W A Y LOT 6 LOT 5 LOT 3 LOT 2 LOT 1 FUTURE PARKING FUTURE WESTIN SHUTTLE DROP-OFF RIVER EASTRIVER WEST POOL WEST POOL EAST LOT 7 E A G L E R I V E R ECO-TrailECO-Trail WESTIN HOTEL WESTING RIVERFRONT MOUNTAIN VILLAS GONDOLA RIVERFRONT LODGE LOT 4 RIVERFRONT TOWNHOMES RIVERFRONT RESIDENCES FUTUREONE RIVERFRONTCONDOMINIUMS 1 R1 R2 R3 R4 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 Legend Completed Buildings Buildings Under Construction One Riverfront Townhomes North Not to Scale 12 13 1234567 8 9 10 11 ONE RIVERFRONTTOWNHOMES © 2021 Zehren and Associates, Inc. east west partners PLANNING AND ZONING SUBMITTAL 103.16.2021ONE RIVERFRONT OVERALL ILLUSTRATIVE PLAN Unit Type Unit Qty. Total SF Townhomes 13 37,000 ONE RIVERFRONT TOWNHOMES DEVELOPMENT SUMMARY Totals 13 37,000 Attachment A North Scale: 1” = 20’ 0 20’10’40’ © 2021 Zehren and Associates, Inc. east west partners PLANNING AND ZONING SUBMITTAL 203.16.2021ONE RIVERFRONT ILLUSTRATIVE SITE PLAN Attachment A North Scale: 1” = 20’ 0 20’10’40’ © 2021 Zehren and Associates, Inc. east west partners PLANNING AND ZONING SUBMITTAL 303.16.2021ONE RIVERFRONT LANDSCAPE PLAN PLANT BED (MULCH) GROUND COVER EXISTING TRAIL (ASPHALT) WESTIN HOTEL AVON RDENTRY ARTIFICIAL TURF ENTRY EXISTING CURB LINE PROPOSED CONC SIDEWALK (REF CIVIL) PROPOSED PLANTING STRIP (MULCH) PROPERTY LINE EXISTING SIDEWALK ADA RAMP WAYFINDING SIGN GARAGE ENTRY / EXIT FLUSH CONC CURB GATE RETAINING WALL W/ STONE CAP AND VENEER EMERGENCY GENERATOR PAD 6' HT WOOD FENCE GATE PROPOSED ELEC TRANSFORMER (REF CIVIL) RIDGE COOLING TOWER VENT (4) BIKE RACKS REF 9 / L5.1 COLORED CONC STEPS (3) - 6" RISERS NATIVE SEED MULCH PLANT BED MULCH PLANT BED MULCH PLANT BED NATIVE SEED PERENNIALS GROUND COVER PROPOSED SIDEWALK NATIVE SEED 8" CONC EDGE RESTRAINT PLANT BED (MULCH) GROUND COVER 50' BUILDING HEIGHT SETBACK (50' MAX HT SOUTH OF THIS LINE / 105' MAX HT NORTH OF LINE ) UTILITY AND DRAINAGE EASEMENT (REAR SETBACK) WESTIN GARAGE EASEMENT EXISTING ELEC TRANSFORMER TO REMAIN EXISTING WESTIN LOADING DOCK ENTRANCE PROPOSED CURB AND GUTTER REF CIVIL EXISTING FIRE HYDRANT TO BE RELOCATED (REF CIVIL) CONC PARKING GARAGE RAMP (HEATED) EXISTING SIDEWALK CONC SIDEWALK REF CIVIL EXISTING SIDEWALK CONC APRON (UNHEATED) REF CIVIL EGRESS DOOR EXISTING CONC STEPS AND WALL TO REMAIN EXISTING CONC PATH EXISTING CONC PATH (TO REMAIN) COLORED CONC STEPS REF 8 / L5.1 10' BUILDING SETBACK TRENCH DRAIN (BELOW) WAYFINDING SIGN DUMPSTER PICKUP AREA (TEMPORARY STORAGE LOCATION ON TRASH PICKUP DAY) CONCRETE BLOCK WALL (2.5' HT) MFR: ROSESTTA PRODUCT: KODAH REF 6 / L5.1 CURB AND GUTTER (REF CIVIL) VEHICULAR PAVERS (80MM) SAND SET W / 5" CONC SUB-SLAB (HEATED) BOLLARD LIGHT, TYP BOLLARD LIGHT, TYP REF LIGHTING PLANS BOLLARD LIGHT, TYP 5' HT METAL POOL SECURITY FENCE W / 4" VERT PICKETS DECK (ABOVE) LIMIT OF WORK (PATH EDGE) LIMIT OF WORK LIMIT OF WORK EXISTING ROAD (ASPHALT) MOUNTABLE CURB REF CIVIL BOLLARD LIGHT, TYP REF LIGHTING DWGS GARAGE FOUNDATION WALL COLORED CONC STEPS (HEATED) REF 8 / L5.1 COLORED CONC POOL DECK (HEATED) COLORED CONC STEPS REF 8 / L5.1 MOUNTABLE CURB REF CIVIL COLORED CONC STEPS REF 8 / L5.1 WESTIN GARAGE WALL (BELOW) DECK (ABOVE) COLORED CONC PATIOS, TYP DECK (ABOVE) COLORED CONC PATIOS, TYP COLORED CONCRETE SIDEWALK W / THICKENED SLAB EDGE ALONG WEST SIDE ADJACENT TO BLOCK WALL COLORED CONC ACCESS RAMP (ADA ACCESSIBLE) DECK (ABOVE) EXISTING ELEC EASEMENT PROPERTY LINE EXISTING RETAINING WALL 3" X 18" SANDSTONE POOL COPING (2) CONC STEPS EXISTING BOLLARD LIGHTS TO REMAIN PLANT BED (MULCH) STEPPING STONE PATHS, TYP (3" FLAGSTONE) CONC EGRESS STEPS REF CIVL / STRUCT EDGING, TYP EXISTING CONC DRAINAGE PAN AND APRON TO REMAIN EDGING, TYP EDGING, TYP ENTRY STEPS RELOCATED WESTIN BBQ PATIO BOULDER WALL (HT VARIES / 4' MAX) RE-LOCATE EXISTING BOLLARD LIGHT BOULDER WALL (HT VARIES / 4' MAX) INTERIOR GARAGE RAMP (2) CONC STEPS 6" STEP AT THRESHOLD 6" STEP AT THRESHOLD (2) CONC STEPS (2) CONC STEPS (2) CONC STEPS 6" STEP AT THRESHOLD 6" STEP AT THRESHOLD EGRESS DOOR 6" STEP AT THRESHOLD BLDG WALL BELOW EDGING, TYP GATEGATE ROOF LINE (ABOVE) 1 1 5 .0 'AASHTO (2 0 mph ) RIDGE RIDGE 79.6 RIDGE 7 1 . 1 RIDGE 71.5RIDGERIDGERIDGE 71.3RIDGESPA 3 7.5' x 9' BLDG ENTRY GARAGE ENTRY EXIT ONE RIVERFRONT CONDOMINIUMS FFE LOBBY = 7440.0 FFE GARAGE = 7428.0 BLDG ENTRY RIV E R F R O N T L A N E 1 234567 8 9 10 11 12 13 POOL EAST TH FFE = 7440.0 RIVER EAST TH FFE GROUND LVL = 7440.0 FFE BASEMENT = 7429.0 RIVER WEST TH FFE GROUND LVL = 7440.0 FFE BASEMENT = 7429.0 POOL 24' x 41.5'SPA 28' x 21SPA 1 8' x 18' POOL WEST TH FFE = 7440.0 BOULDER WALL BOULDER WALL (HT VARIES / 4' MAX) ROOF LINE (ABOVE) ROOF LINE (ABOVE) DECORATIVE LANDSCAPE BOULDERS SYMBOL LEGEND: PROPOSED SPOT ELEVATION BOLLARD LIGHTS (REF LIGHTING DWGS TYPE) EXISTING TREE TO BE PRESERVED QTY (29) BUILDING ENTRY MULCH 11,601 SF RIVER ROCK COBBLE MULCH 217 SF (1" MULTI-COLORED) EXISTING TREE TO BE REMOVED QTY (37) LIMIT OF WORK NATIVE SEED 9,568 SF ARTIFICIAL TURF 593 SF PRODUCT: SYNAUGUSTINE 347 MFR: SYNLAWN 168 80 48 180 119 63 133 40 46 TOTAL LU FOR TREES = 831 (50%) TOTAL LU FOR SHRUBS = 514 (31%) 35 61 22 11 15 6 29 7 16 44 17 84 23 40 58 PLANT LEGEND: EVERGREEN TREES DECIDUOUS TREES SHRUBS BLUE SPRUCE (14' HT) QTY - 21 Picea pungens 'Gluaca' DOUGLAS FIR (12' HT) QTY - 10 Pseudotsuga menziesii BRISTLECONE PINE (10' HT) QTY - 4 Pinus aristata MULTI-STEM ASPEN (3" CAL / 14' HT) QTY - 17 Populus tremuloides ROCKY MTN GLOW MAPLE (3" CAL) QTY - 9 Acer grandidentatum 'Schmidt' MUGO PINE (6' HT) QTY - 30 Pinus mugo var. rostrata WOODS ROSE (15 GAL) QTY - 46 Rosa woodsii MORDEN GOLDEN GLOW ELDERBERRY (15 GAL) QTY - 35 Sambucus racemosa 'Morden Golden Glow' RED TWIG DOGWOOD (15 GAL) QTY - 61 Cornus sericea 'Baileyi' TIGER EYES SUMAC (15 GAL) QTY - 22 Rhus typhina 'bailtiger' COMMON LILAC (15 GAL) QTY - 15 Syringa vulgaris 'Andeken an Ludwig Spaeth' FRAGRANT SUMAC (15 GAL) QTY - 6 Rhus aromatica HARRISON'S YELLOW ROSE (15 GAL) QTY - 29 Rosa x harisonii 'Harrisons Yellow' GAMBEL OAK (15 GAL) QTY - 7 Quercus gambellii SERVICEBERRY (15 GAL) QTY - 16 Amelanchier alnifoila BLUE MUFFIN VIBURNUM (15 GAL) QTY - 44 Viburnum dentatum 'Blue Muffin' GOOSEBERRY (15 GAL) QTY - 17 Ribes aureum ORANGE ROCKET BARBERRY (15 GAL) QTY - 84 Berberis thunbergii 'Orange Rocket' DIABOLO NINEBARK (15 GAL) QTY - 23 Physocarpus opulifolius 'Diabolo' MONTGOMERY SPRUCE (3' HT) QTY - 40 Picea pungens 'Montgomery' COMMON JUNIPER QTY - 11 Juniperus communis var. depressa CRUSADER COCKSPUR HAWTHORN QTY - 19 (3" CAL) Crataegus crus-gali inermis "Crusader' NANKING CHERRY (6' HT / Multi-stem) QTY - 10 Prunus tomentosa LANDSCAPE UNIT QTY (TREES) LANDSCAPE UNIT QTY (Shrubs) RUSSIAN SAGE QTY - 58 Perovskia atriplicifolia 215 115 1 TOTAL LU GRASSES / PERENNIALS = 331 (19%) PERENNIALS MIXED SPECIES (1 GAL) 1,167 SF NATIVE SEED - MONTANE MEADOW MIX 9,568 SF APPLICATION RATE: 30 LBS / ACRE GROUND COVER ORNAMENTAL GRASSES LANDSCAPE UNIT QTY FEATHER REED GRASS (5 GAL) QTY - 115 Calamagrostis acutiflora 'Karl Forester' BLUE AVENA GRASS (5 GAL) QTY - 215 Helictotrichon sempervirens MIXED SPECIES PLANTS 1,194 SF (SEE GC PLANT LIST) F15 FLATS SCALE: 1"=20' 11/13/19 0 10' 20' 40' RIVERFRONT VILLAGE AVON, CO IRRIGATION AREA CALCULATIONS LANDSCAPE AREA PROVIDED 25,439 SF 34.3 % LOT 1 AREA TOTAL IRRIGATED AREA 7,594 SF 30.0 % OF LANDSCAPE AREA SPRAY AREA 1167 SF 15.3 % OF TOTAL IRRIGATED AREA DRIP AREA 6,427 SF 84.7 % OF TOTAL IRRIGATED AREA NOTES: 1. ALL TREE AND SHRUB PLANT BEDS ARE TO RECEIVE A MINIMUM OF 3" DEPTH OF BARK MULCH. 2. ALL DISTURBED OR RE-GRADED AREAS TO BE RE-VEGETATED WITH A NATIVE WILDFLOWER AND GRASS SEED MIX. 3. IRRIGATION SYSTEM TO BE MOISTURE SENSOR AUTOMATED AND TIME CLOCK OPERATED. SHRUBS, TREES, AND PERENNIALS TO BE DRIP OR MICRO SPRAY TYPE IRRIGATION. 4. NATIVE SEED AREAS SHALL BE TEMPORARY IRRIGATED FOR AND ESTABLISHMENT PERIOD OF TWO YEARS. TREES AND SHRUBS WITHIN THE NATIVE SEED AREAS SHALL HAVE PERMANENT DRIP IRRIGATION. 5. SILT FENCE OR HAY BALES ARE TO BE PLACED AT THE LIMIT OF CONSTRUCTION AS NEEDED TO PREVENT EROSION AND SEDIMENTATION. A CONSTRUCTION FENCE WILL BE PLACED AT THE LIMIT OF DISTURBANCE WHERE THE SILT FENCE OR HAY BALES ARE NOT USED. GROUNDCOVER PLANT LIST: Scientific Name Common Name Delosperma 'Fire Spinner and Mesa Verde' Ice Plant Galium odoratum Sweet Woodruff Lysimachia nummularia 'Aurea'Creeping Jenny PERMANENT IRRIGATION 1167 SF PERENNIALS (ENTIRE AREA) 1194 SF GROUND COVER PLANTS (ENTIRE AREA) 1920 SF (120) TREES X 16 SF EACH 2570 SF (514) SHRUBS X 5 SF EACH 743 SF (330) GRASSES X 2.25 SF EACH 7,594 SF TOTAL TEMPORARY IRRIGATION (SPRAY OR ROTORS) 9,568 SF NATIVE SEED AREA IRRIGATED AREA CALCULATIONS TOTAL LANDSCAPE UNITS = 1,676 ONE RIVERFRONT LANDSCAPE PLAN Attachment A North Scale: 1” = 20’ 0 20’10’40’ © 2021 Zehren and Associates, Inc. east west partners PLANNING AND ZONING SUBMITTAL 403.16.2021ONE RIVERFRONT SITE PLAN EXISTING TRAIL (ASPHALT) WESTIN HOTEL AVON RDENTRY ARTIFICIAL TURF ENTRY 16'-6"3'-7"6'-6"28'-0"EXISTING CURB LINE PROPOSED CONC SIDEWALK (REF CIVIL) PROPERTY LINE EXISTING SIDEWALK 16'- 3 "8'-6"ADA RAMP WAYFINDING SIGN GARAGE ENTRY / EXIT FLUSH CONC CURB GATE RETAINING WALL W/ STONE CAP AND VENEER EMERGENCY GENERATOR PAD 6' HT WOOD FENCE GATE PROPOSED ELEC TRANSFORMER (REF CIVIL) RIDGE COOLING TOWER VENT (4) BIKE RACKS REF 9 / L5.1 COLORED CONC STEPS (3) - 6" RISERS PROPOSED SIDEWALK 8" CONC EDGE RESTRAINT 50' BUILDING HEIGHT SETBACK (50' MAX HT SOUTH OF THIS LINE / 105' MAX HT NORTH OF LINE ) UTILITY AND DRAINAGE EASEMENT (REAR SETBACK) WESTIN GARAGE EASEMENT EXISTING ELEC TRANSFORMER TO REMAIN EXISTING WESTIN LOADING DOCK ENTRANCE PROPOSED CURB AND GUTTER REF CIVIL EXISTING FIRE HYDRANT TO BE RELOCATED (REF CIVIL) CONC PARKING GARAGE RAMP (HEATED) EXISTING SIDEWALK CONC SIDEWALK REF CIVIL EXISTING SIDEWALK CONC APRON (UNHEATED) REF CIVIL EGRESS DOOR EXISTING CONC STEPS AND WALL TO REMAIN EXISTING CONC PATH EXISTING CONC PATH (TO REMAIN) COLORED CONC STEPS REF 8 / L5.1 10' BUILDING SETBACK TRENCH DRAIN (BELOW) WAYFINDING SIGN DUMPSTER PICKUP AREA (TEMPORARY STORAGE LOCATION ON TRASH PICKUP DAY) CONCRETE BLOCK WALL (2.5' HT) MFR: ROSESTTA PRODUCT: KODAH REF 6 / L5.1 CURB AND GUTTER (REF CIVIL) VEHICULAR PAVERS (80MM) SAND SET W / 5" CONC SUB-SLAB (HEATED) BOLLARD LIGHT, TYP BOLLARD LIGHT, TYP REF LIGHTING PLANS BOLLARD LIGHT, TYP 5' HT METAL POOL SECURITY FENCE W / 4" VERT PICKETS DECK (ABOVE) LIMIT OF WORK (PATH EDGE) LIMIT OF WORK LIMIT OF WORK EXISTING ROAD (ASPHALT) MOUNTABLE CURB REF CIVIL BOLLARD LIGHT, TYP REF LIGHTING DWGS GARAGE FOUNDATION WALL COLORED CONC STEPS (HEATED) REF 8 / L5.1 COLORED CONC POOL DECK (HEATED) COLORED CONC STEPS REF 8 / L5.1 MOUNTABLE CURB REF CIVIL COLORED CONC STEPS REF 8 / L5.1 WESTIN GARAGE WALL (BELOW) DECK (ABOVE) COLORED CONC PATIOS, TYP DECK (ABOVE) COLORED CONC PATIOS, TYP COLORED CONCRETE SIDEWALK W / THICKENED SLAB EDGE ALONG WEST SIDE ADJACENT TO BLOCK WALL COLORED CONC ACCESS RAMP (ADA ACCESSIBLE) DECK (ABOVE) EXISTING ELEC EASEMENT PROPERTY LINE EXISTING RETAINING WALL 3" X 18" SANDSTONE POOL COPING (2) CONC STEPS EXISTING BOLLARD LIGHTS TO REMAIN STEPPING STONE PATHS, TYP (3" FLAGSTONE) CONC EGRESS STEPS REF CIVL / STRUCT EDGING, TYP EXISTING CONC DRAINAGE PAN AND APRON TO REMAIN EDGING, TYP EDGING, TYP ENTRY STEPS RELOCATED WESTIN BBQ PATIO BOULDER WALL (HT VARIES / 4' MAX) RE-LOCATE EXISTING BOLLARD LIGHT BOULDER WALL (HT VARIES / 4' MAX) INTERIOR GARAGE RAMP 6" STEP AT THRESHOLD EGRESS DOOR BLDG WALL BELOW EDGING, TYP GATEGATE ROOF LINE (ABOVE) RIDGE RIDGE 79.6 RIDGE 7 1 . 1 RIDGE 71.5RIDGERIDGERIDGE 71.3RIDGESPA 3 7.5' x 9' BLDG ENTRY GARAGE ENTRY EXIT ONE RIVERFRONT CONDOMINIUMS FFE LOBBY = 7440.0 FFE GARAGE = 7428.0 BLDG ENTRY RIV E R F R O N T L A N E 1 234567 8 9 10 11 12 13 POOL EAST TH FFE = 7440.0 RIVER EAST TH FFE GROUND LVL = 7440.0 FFE BASEMENT = 7429.0 RIVER WEST TH FFE GROUND LVL = 7440.0 FFE BASEMENT = 7429.0 POOL 24' x 41.5'SPA 28' x 21SPA 1 8' x 18' POOL WEST TH FFE = 7440.0 BOULDER WALL BOULDER WALL (HT VARIES / 4' MAX) ROOF LINE (ABOVE) ROOF LINE (ABOVE) SYMBOL LEGEND: PROPOSED SPOT ELEVATION BOLLARD LIGHTS (REF LIGHTING DWGS TYPE) EXISTING TREE TO BE PRESERVED QTY (29) BUILDING ENTRY VEHICULAR PAVERS 1906 SF (80mm / HEATED) REF 1 / L5.1 PEDESTRIAN PAVERS 1,282 SF (80mm / HEATED) REF 1 / L5.1 GRAY CONCRETE 2,348 SF (UNHEATED) REF CIVIL FOR DETAIL COLORED CONCRETE (UNHEATED / COLOR TBD) 6,098 SF REF 4 & 5 / L5.1 HEATED CONCRETE 4,167 SF RIVER ROCK COBBLE MULCH 217 SF (1" MULTI-COLORED) ARTIFICIAL TURF 593 SF PRODUCT: SYNAUGUSTINE 347 MFR: SYNLAWN LIMIT OF WORK DECORATIVE LANDSCAPE BOULDERS SNOW STORAGE 9,088 SF SCALE: 1"=20' 2/17/21 0 10' 20' 40' RIVERFRONT VILLAGE AVON, CO ONE RIVERFRONT Site Plan SITE CALCULATIONS: Total Lot 1 Area = 74,030 SF Building Footprint Area: 28,474 SF (38.5% of Lot 1 Area) Paved Area (Heated): 7,355 SF (9.9% of Lot 1 Area) / 253 SF IN RF LANE R.O.W Paved Area (Unheated) 7,712 SF (10.4% of Lot 1 Area) Landscape Area: 25,439 SF (34.4% of Lot 1 Area) Snow Storage Area: 9,088 SF (118% of Uheated Paved Area) BUILDING TYPE UNITS PARKING CALCULATONS TOWNHOMES 13 Units 1.2 Per Unit = 14 Off Street Spaces 13 Total Units 16 Off Street Spaces Required -2 (15% Reduction Per PUD) 14 Total Off Street Spaces Required NOTE: Parking for Townhomes is located in future Condo building garage. Reference Garage Level plans for parking layout. NOTES: 1. SNOWMELTED AREAS WILL BE HYDRONICALLY HEATED 2. ALL DISTURBED OR RE-GRADED AREAS TO BE RE-VEGETATED WITH A NATIVE WILDFLOWER AND GRASS SEED MIX. 3. REFERENCE ARCH ELEVATIONS FOR BLDG HEIGHT AND ROOF LINE ELEVATIONS 4. REFERENCE CIVIL DRAWINGS FOR SLOPE AND TURNING RADII INFORMATION 5. SILT FENCE OR HAY BALES ARE TO BE PLACED AT THE LIMIT OF CONSTRUCTION AS NEEDED TO PREVENT EROSION AND SEDIMENTATION. A CONSTRUCTION FENCE WILL BE PLACED AT THE LIMIT OF DISTURBANCE WHERE THE SILT FENCE OR HAY BALES ARE NOT USED. Attachment A © 2021 Zehren and Associates, Inc.east west partnersPLANNING AND ZONING SUBMITTAL503.16.2021ONE RIVERFRONTGARAGE LEVEL (+88)FLOOR PLANPUD Requirements:13 Townhome Spaces (1.2/ Unit x 15% Reduction)14 Spaces Required33 Parking Spaces Shown89101112131415161820765431BPQRTAACCDDNJ19D17LKKMM2UCR446TRASH ROOM01222STAIR030ELEV002ELEV001STAIR032LINEAR TRENCH DRAINEXISTING WESTIN FOUNDATIONCOOLING TOWER011SPFDWATER SERVICE ENTRY AREA AND BOLLARDS030A032A010A010B012A011A16x16 LOUVER, REF MEP DWGS24x36 LOUVER, REF MEP DWGSNOTE: PROVIDE 36" HM DOOR AND GRAME W/ TEMPORARY STEEL STAIR, 44 INCHES WIDE, 10 RISERSNOTE: PROVIDE 36" HM DOOR AND GRAME W/ TEMPORARY STEEL STAIR, 44 INCHES WIDE, 10 RISERSPARKINGGARAGE +88'-0"(33 PARKINGSPACES)010LOBBY016016A016A19' - 0"9' - 10"23' - 8"10' - 0"3' - 0"2' - 6"13' - 6"19' - 0"19' - 0"19' - 0"19' - 0"19' - 0"26' - 7 1/2"11' - 9"8' - 6"18' - 0"3' - 6"26' - 6"15' - 0"3' - 0"10' - 0"26' - 7 1/2"EE5' - 6"10' - 6"4' - 0"15' - 0"18' - 6"12' - 6"CA66' - 0"18' - 0"30' - 0"18' - 0"123456789101112131415161718192021222324252627282930313233132CONDO ANDPOOL MECHPOOL, ABOVEMECH / IT RMELEVSTORAGELOCKERS (40LOCKERS)022TOA EV Requirements:33 x 15% = 5 Spaces EV Capable33 x 10% = 4 Spaces EVSE Ready33 x 5% = 2 Spaces EVSE InstalledAttachment A UPUPDN© 2021 Zehren and Associates, Inc.east west partnersPLANNING AND ZONING SUBMITTAL603.16.2021ONE RIVERFRONT9. 10111213 UNITS 1/2/3/4 (RIVER EAST)FLOOR + ROOF PLANS1/8” = 1’-0”RIVER LEVEL FLOOR PLAN1,175 SF (GROSS)TOTAL | 3,113 SF1/8” = 1’-0”POOL LEVEL FLOOR PLAN1,172 SF (GROSS)1/8” = 1’-0”UPPER LEVEL FLOOR PLAN766 SF (GROSS)1/8” = 1’-0”ROOF PLANPRIMARYBEDROOM(18’-0” x 12’-0”)STAIRPRIMARYCLOSET(13’-7” x 5’-1”)PRIMARY BATH(13’-5” x 10’-0”)BEDROOM 2(11’-5” x 11’-10”)BEDROOM 3(13’-11” x 12’-7”)BATH 3(13’-11” x 5’-11”)BATH 4(13’-11” x 5’-7”)BONUS ROOM(13’-11” x 12’-10”)OWNERSTORAGESTORAGESTAIRMECHOFFICE(10’-10” x 11’-4”)DINING(10’-9” x 11’-5”)LIVING(15’-1” x 18’-8”)KITCHEN(10’-10” x 16’-9”)STAIRPOWDER(8’-0” x7’-8”)ENTRY(5’-9” x 11’-9”)“OUTDOOR GREAT ROOM”(25’-9” x 6’-6”)3:122:122:12AREA FORPV PANELSAREA FORPV PANELSAREA FORPV PANELS2:12LINEN2:122:122:122:122:12FLAT ROOFBELOWFLAT ROOFBELOWFLAT ROOFBELOWFLAT ROOFBELOWFLAT ROOFBELOW2:122:122:122:122:122:12DECK BELOWDECK BELOWDECK BELOWDECK BELOWMETAL STANDINGSEAM4’-0”2’-0”4’-0”2’-0”4’-0”27’-3”27’-3”43’-0”47’-0”27’-3”31’-3”LINENTERRACECOATSLAUNDRYAttachment A © 2021 Zehren and Associates, Inc.east west partnersPLANNING AND ZONING SUBMITTALMATERIAL LEGENDstanding seam metal roof(berridge charcoal grey)ggwood siding:horizontal cedarggchannel lap sidingwood metal-clad windows(“dark bronze”)composite shingles(timberline UHD)pgpgstone veneer:adhered thinstonemountain ledge sandstonecementitious stuccoﬁ ber cement panels(nichiha illumination series)pp703.16.2021ONE RIVERFRONTUNITS 1/2/3/4 (RIVER EAST)EXTERIOR ELEVATIONSSOUTH (RIVER) ELEVATION 1/8” = 1’-0” EAST ELEVATION WEST ELEVATION 1/8” = 1’-0” EXPOSED TIMBER STRUCTURE EXPOSED TIMBER STRUCTURE FIBER CEMENT PANELS (ILLUMINATION) EXPOSED TIMBERSTRUCTURE STANDING SEAM METAL ROOF STANDING SEAM METAL ROOF STUCCO STUCCO COMPOSITESHINGLES COMPOSITE SHINGLES WOOD SIDINGSTONEVENEERSTONEVENEERSTONEVENEERWOOD SIDINGSTUCCONORTH (POOL) ELEVATION 1/8” = 1’-0” STONEVENEEREXTERIOR LIGHT FIXTURESTUCCO EXPOSED TIMBER STRUCTURE FIBER CEMENT PANELS(ILLUMINATION) FIBER CEMENT PANELS(ILLUMINATION) FIBER CEMENT PANELS(ILLUMINATION) METAL-CLADWOOD WINDOWSMETAL AND WOODGUARDRAILSWOOD AND METAL GUARDRAILSMETAL-CLADWOOD WINDOWS+100POOL LVL+111UPPER LVL+89RIVER LVL +100POOL LVL+111UPPER LVL+89RIVER LVL WOOD TRIM METALPANEL METALPANEL+131.5+131.5PROPOSED EXTERIOR FIXTURENTSEXTERIORLIGHT FIXTUREWOOD SIDING31’-6”43’-0”43’-0”43’-0”+100.0 = 7440.0’ ELEVATION ABOVE SEA LEVELAttachment A UPUPDNDN© 2021 Zehren and Associates, Inc.east west partnersPLANNING AND ZONING SUBMITTAL803.16.2021ONE RIVERFRONTUNITS 5/6/7 (RIVER WEST)FLOOR + ROOF PLANS1/8” = 1’-0”RIVER LEVEL FLOOR PLAN1,175 SF (GROSS)TOTAL | 3,113 SF1/8” = 1’-0”POOL LEVEL FLOOR PLAN1,172 SF (GROSS)1/8” = 1’-0”UPPER LEVEL FLOOR PLAN766 SF (GROSS)1/8” = 1’-0”ROOF PLANLINENBEDROOM 4(13’-3” x 10’-6”)TERRACEOWNERSTORAGEBATH 3(13’-3” x 5’-11”)BEDROOM 3(13’-3” x 11’-0”)BEDROOM 2(11’-5” x 11’-10”)STORAGESTAIRMECHPRIMARYBATH(14’-1” x 10’-0”)PRIMARYCLOSET(14’-1” x 6’-11”)PRIMARYBEDROOM(18’-1” x 12’-0”)STAIRDINING(10’-9” x 11’-5”)LIVING(15’-1” x 18’-8”)KITCHEN(10’-10” x 16’-9”)BATH 2(8’-0” x10’-8”)ENTRY(5’-0” x8’-3”)OFFICE(10’-11” x11’-4”)STAIR“OUTDOOR GREAT ROOM”(25’-9” x 10’-0”)LAUNDRY3:122:122:12AREA FORPV PANELSAREA FORPV PANELS27’-1 1/2”47’-0”27’-1 1/2”43’-0”27’-1 1/2”31’-3”2:122:122:122:12FLAT ROOFBELOWFLAT ROOFBELOWFLAT ROOFBELOW2:122:122:12DECK BELOWDECK BELOWMETAL STANDINGSEAM2:12DECK BELOW2:124’-0”2’-0”4’-0”2’-0”4’-0”BATH 4(13’-3” x 5’-7”)COATSLINENAttachment A © 2021 Zehren and Associates, Inc.east west partnersPLANNING AND ZONING SUBMITTALMATERIAL LEGENDstanding seam metal roof(berridge charcoal grey)ggwood siding:horizontal cedarggchannel lap sidingwood metal-clad windows(“dark bronze”)composite shingles(timberline UHD)pgpgstone veneer:adhered thinstonemountain ledge sandstonecementitious stuccoﬁ ber cement panels(nichiha illumination series)pp903.16.2021ONE RIVERFRONTMUNITS 5/6/7 (RIVER WEST)EXTERIOR ELEVATIONSSOUTH (RIVER) ELEVATION 1/8” = 1’-0” EAST ELEVATION WEST ELEVATION 1/8” = 1’-0” NORTH (POOL) ELEVATION 1/8” = 1’-0” EXPOSED TIMBER STRUCTURE EXPOSED TIMBER STRUCTURE STANDING SEAM METAL ROOF STUCCO COMPOSITE SHINGLES COMPOSITE SHINGLES STONEVENEERSTONEVENEERWOOD SIDINGSTUCCO1/8” = 1’-0” EXPOSED TIMBER STRUCTURE STANDING SEAM METAL ROOF STUCCO WOODSIDINGSTONEVENEERSTONEVENEERWOOD SIDINGSTUCCO EXPOSED TIMBER STRUCTURE FIBER CEMENT PANELS(ILLUMINATION) FIBER CEMENT PANELS(ILLUMINATION) FIBER CEMENT PANELS(ILLUMINATION) FIBER CEMENT PANELS(ILLUMINATION) +100POOL LVL+111UPPER LVL+89RIVER LVL +100POOL LVL+111UPPER LVL+89RIVER LVL METAL-CLADWOOD WINDOWSWOOD AND METAL GUARDRAILSMETAL AND WOODGUARDRAILSMETAL-CLADWOOD WINDOWSMETAL-CLADWOOD WINDOWS METALPANELMETAL PANEL METALPANELPROPOSED EXTERIOR FIXTURENTS+100.0 = 7440.0’ ELEVATION ABOVE SEA LEVEL+131.331’-4”42’-10”42’-10”+131.3EXTERIORLIGHT FIXTUREEXTERIORLIGHT FIXTUREAttachment A UPUPDNUPDNDN1213 © 2021 Zehren and Associates, Inc.east west partnersPLANNING AND ZONING SUBMITTAL1003.16.2021ONE RIVERFRONTUNITS 8/9/10/11 (POOL WEST)FLOOR + ROOF PLANS1/8” = 1’-0”POOL LEVEL FLOOR PLAN3 STORY UNIT:1,132 SF (GROSS)TOTAL | 2,942 SF1/8” = 1’-0”LIVING LEVEL FLOOR PLAN1/8” = 1’-0”UPPER LEVEL FLOOR PLAN3 STORY UNIT:806 SF (GROSS)1/8” = 1’-0”ROOF PLANOWNERSTORAGEBEDROOM 4(12’-4” x 11’-6”)BEDROOM 3(12’-6” x 11’-11”)STORAGESTAIRBATH 3(12’-6” x 5’-11”)BATH 2(12’-6” x 5’-11”)ENTRY(5’-10” x12’-11”)BEDROOM 2(11’-1” x 10’-7”)KITCHEN(11’-1” x 15’-10”)LIVING(16’-4” x 16’-5”)DINING(11’-6” x 8’-3”)BEDROOM 5(13’-1” x 11’-9”)STAIRPRIMARYBATH(10’-6” x 11’-4”)PRIMARYBEDROOM(12’-10” x 14’-4”)BANQUETTE(11’-0” x 7’-4”)LIVING(16’-10” x17’-11”)KITCHEN(11’-1” x 15’-10”)STAIRPRIMARYCLOSET(10’-6” x 10’-2”)POWDER(3’-6” x 10’-2”)“OUTDOOR GREAT ROOM”(26’-6” x 10’-0”)“OUTDOOR GREAT ROOM”(24’-2” x 10’-0”)PRIMARYBATH(11’-10” x 13’-10”)PRIMARYBEDROOM(13’-0” x 15’-4”)PRIMARYCLOSET(11’-1” x 8’-3”)STAIR2 STORY UNIT:1,132 SF (GROSS)TOTAL | 2,455 SF3 STORY UNIT:1,004 SF (GROSS)2 STORY UNIT:1,323 SF (GROSS)POOLTERRACELAUNDRY2:122:122:12AREA FORPV PANELS2:122:122:12FLAT ROOFBELOWFLAT ROOFBELOW4:124:12DECK BELOWMETAL STANDINGSEAMDECK BELOW2:124’-0”2’-0”4’-0”DECK BELOWAREA FORPV PANELS2:122’-0”7’-6”26’-7 1/2”52’-0”26’-7 1/2”45’-0”28’-7 1/2”43’-2”26’-7 1/2”37’-8”MECHCOATS3/4 BATH(13’-9” x 6’-2”)LAUNDRY(5’-4” x 4’-9”)LOFT(8’-6” x 15’-11”)Attachment A © 2021 Zehren and Associates, Inc.east west partnersPLANNING AND ZONING SUBMITTALMATERIAL LEGENDstanding seam metal roof(berridge charcoal grey)ggwood siding:horizontal cedarggchannel lap sidingwood metal-clad windows(“dark bronze”)composite shingles(timberline UHD)pgpgstone veneer:adhered thinstonemountain ledge sandstonecementitious stuccoﬁ ber cement panels(nichiha illumination series)pp1103.16.2021ONE RIVERFRONTUNITS 8/9/10/11 (POOL WEST)EXTERIOR ELEVATIONSEAST (POOL) ELEVATION 1/8” = 1’-0” COMPOSITE SHINGLES COMPOSITESHINGLES NORTH ELEVATION 1/8” = 1’-0” SOUTH ELEVATION 1/8” = 1’-0” EXPOSED TIMBER STRUCTURE EXPOSED TIMBER STRUCTURE STANDING SEAM METAL ROOF STUCCO STUCCO WOOD SIDINGWOOD SIDINGWOOD SIDINGSTANDING SEAM METAL ROOF EXPOSED TIMBER STRUCTURE STONEVENEERSTONEVENEERSTONEVENEERWEST ELEVATION 1/8” = 1’-0” 1/8” = 1’ 0”EXPOSED TIMBER STRUCTURE STANDING SEAM METAL ROOF STUCCO WOOD SIDINGSTONEVENEER+111LIVING LVL+122UPPER LVL+100POOL LVL +111LIVING LVL+122UPPER LVL+100POOL LVL FIBER CEMENT PANELS(ILLUMINATION) FIBER CEMENT PANELS(ILLUMINATION) FIBER CEMENT PANELS(ILLUMINATION) WOOD-CLADMTL WINDOWSMETAL AND WOODGUARDRAILSMETAL-CLADWOOD WINDOWSEXTERIORLIGHT FIXTUREMETAL-CLADWOOD WINDOWSWOOD AND METAL GUARDRAILSMETALPANELMETALPANELPROPOSED EXTERIOR FIXTURENTS+100.0 = 7440.0’ ELEVATION ABOVE SEA LEVELMETAL-CLADWOOD WINDOWSEXTERIORLIGHT FIXTURE40’-1”+139.640’-1”+139.640’-1”Attachment A © 2021 Zehren and Associates, Inc.east west partnersPLANNING AND ZONING SUBMITTAL1203.16.2021ONE RIVERFRONTUNITS 12/13 (POOL EAST)FLOOR + ROOF PLANS1/8” = 1’-0”POOL LEVEL FLOOR PLAN1,202 SF (GROSS)TOTAL | 2,485 SF1/8” = 1’-0”LIVING LEVEL FLOOR PLAN1,283 SF (GROSS)1/8” = 1’-0”ROOF PLANPRIMARYBATH(9’-6” x 12’-5”)PRIMARYBEDROOM(13’-1” x 12’-5”)PRIMARY CLOSET(11’-5” x 8’-5”)STAIRBANQUETTE(12’-0” x 7’-3”)LIVING(14’-4” x 17’-3”)KITCHEN(13’-7” x 19’-1”)“OUTDOOR GREAT ROOM”(28’-6” x 10’-0”)BEDROOM 3(14’-1” x 12’-5”)BEDROOM/OFFICE(13’-2” x 12’-6”)BATH 3(6’-0” x12’-5”)BATH 2(13’-2” x6’-0”)OWNERSTORAGE(6’-6” x 5’-5”)STAIRBEDROOM 2(13’-2” x 11’-5”)ENTRY(9’-2” x7’-0”)PORCHMECH2:122:12COATSAREA FORPV PANELSDECK BELOWDECK BELOW4’-0”2’-0”4’-0”4’-6”29’-1”50’-0”26’-9”47’-6”4’-6”4’-4”LAUNDRY(6’-10” x5’-8”)Attachment A © 2021 Zehren and Associates, Inc.east west partnersPLANNING AND ZONING SUBMITTALMATERIAL LEGENDstanding seam metal roof(berridge charcoal grey)ggwood siding:horizontal cedarggchannel lap sidingwood metal-clad windows(“dark bronze”)composite shingles(timberline UHD)pgpgstone veneer:adhered thinstonemountain ledge sandstonecementitious stuccoﬁ ber cement panels(nichiha illumination series)pp1303.16.2021ONE RIVERFRONTUNITS 12/13 (POOL EAST)EXTERIOR ELEVATIONSEAST ELEVATION 1/8” = 1’-0” NORTH ELEVATION 1/8” = 1’-0” SOUTH ELEVATION 1/8” = 1’-0” WEST (POOL) ELEVATION 1/8” = 1’-0” +111LVING LVL+100POOL LVL +111LVING LVL+100POOL LVL COMPOSITE SHINGLES COMPOSITE SHINGLES EXPOSED TIMBER STRUCTURE EXPOSED TIMBER STRUCTURE WOOD SIDINGWOOD SIDING STUCCOWOOD SIDINGWOOD SIDINGEXPOSED TIMBER STRUCTURE STONEVENEERSTONEVENEERSTUCCOSTONEVENEERSTONEVENEERWOOD SIDINGSTUCCOEXPOSED TIMBER STRUCTURE FIBER CEMENT PANELS(ILLUMINATION) FIBER CEMENT PANELS(ILLUMINATION) FIBER CEMENT PANELS(ILLUMINATION)METAL AND WOODGUARDRAILSMETAL-CLADWOOD WINDOWSMETAL-CLADWOOD WINDOWSWOOD AND METAL GUARDRAILSMETAL-CLADWOOD WINDOWSMETAL AND WOODGUARDRAILSMETALPANELMETALPANEL PROPOSED EXTERIOR FIXTURENTS+100.0 = 7440.0’ ELEVATION ABOVE SEA LEVELEXTERIORLIGHT FIXTUREEXTERIORLIGHT FIXTURE+131.131’-7”+131.131’-7”METAL PANELSTUCCOAttachment A © 2021 Zehren and Associates, Inc.east west partnersPLANNING AND ZONING SUBMITTAL1403.16.2021ONE RIVERFRONTTYPICAL TOWNHOME DETAILSAttachment A © 2021 Zehren and Associates, Inc.east west partnersPLANNING AND ZONING SUBMITTAL1503.16.2021ONE RIVERFRONTTYPICAL TOWNHOME DETAILSAttachment A © 2021 Zehren and Associates, Inc.east west partnersPLANNING AND ZONING SUBMITTAL1603.16.2021ONE RIVERFRONTONE RIVERFRONT NEIGHBORHOODAEIRIAL VIEW FROM NORTHEASTAttachment A © 2021 Zehren and Associates, Inc.east west partnersPLANNING AND ZONING SUBMITTAL1703.16.2021ONE RIVERFRONTONE RIVERFRONT NEIGHBORHOODAEIRIAL VIEW FROM SOUTHEASTAttachment A © 2021 Zehren and Associates, Inc.east west partnersPLANNING AND ZONING SUBMITTAL1803.16.2021ONE RIVERFRONTONE RIVERFRONT NEIGHBORHOODAEIRIAL VIEW FROM SOUTHWESTAttachment A © 2021 Zehren and Associates, Inc.east west partnersPLANNING AND ZONING SUBMITTAL1903.16.2021ONE RIVERFRONTONE RIVERFRONT NEIGHBORHOODGROUND PERSPECTIVESAttachment A © 2021 Zehren and Associates, Inc.east west partnersPLANNING AND ZONING SUBMITTAL2003.16.2021ONE RIVERFRONTONE RIVERFRONT NEIGHBORHOODPOOL PERSPECTIVESAttachment A © 2021 Zehren and Associates, Inc.east west partnersPLANNING AND ZONING SUBMITTAL2103.16.2021ONE RIVERFRONTONE RIVERFRONT NEIGHBORHOODPOOL PERSPECTIVEAttachment A © 2021 Zehren and Associates, Inc.east west partnersPLANNING AND ZONING SUBMITTAL2203.16.2021ONE RIVERFRONTONE RIVERFRONT NEIGHBORHOODRIVERFRONT VILLAGE PERSPECTIVESAttachment A © 2021 Zehren and Associates, Inc.east west partnersPLANNING AND ZONING SUBMITTAL2303.16.2021ONE RIVERFRONTONE RIVERFRONT NEIGHBORHOODSOLAR ACCESS STUDYMARCH 21st (12:00pm)JUNE 21st (12:00pm)SEPTEMBER 21st (12:00pm)DECEMBER 21st (12:00pm)WESTIN HOTELRIVERFRONT LANEWESTIN HOTELRIVERFRONT LANEWESTIN HOTELRIVERFRONT LANEWESTIN HOTELRIVERFRONT LANEAttachment A Attachment A Attachment A Attachment A © 2021 Zehren and Associates, Inc.east west partnersPLANNING AND ZONING SUBMITTAL03.16.2021ONE RIVERFRONTTHANK YOUAttachment A ONE RIVERFRONT TOWNHOMES PHASE 1 EXHIBIT AVON, COLORADO MARCH 16TH, 2021 © 2021 Zehren and Associates, Inc. east west partners Attachment B © 2021 Zehren and Associates, Inc. east west partners PLANNING AND ZONING SUBMITTAL - PHASE 1 I03.16.2021ONE RIVERFRONT ONE RIVERFRONT NEIGHBORHOOD SITE PLAN pHASE ONE TEMpORARy STAIRSADjACENT WESTIN SITE CONCRETE SLAb OVER LEVEL 88’ pARkINg gARAgE FINISHED gRADE OF LANDSCApE AREAS WILL MATCH THE TOp OF CONCRETE SLAb ELEVATION TO AVOID ANy ExpOSED FOuNDATION WALLS. THE TEMpORARy LANDSCApE TREATMENT ALONg RIVERFRONT LANE WILL CONSIST OF HyDROSEEDINg ALL bARE SOIL AREAS WITH A NATIVE gRASS COVER CROp, AND INSTALLINg TEMpORARy AbOVE gROuND IRRIgATION TO ENSuRE gERMINATION AND ESTAbLISHMENT OF THE SEED. Attachment B © 2021 Zehren and Associates, Inc. east west partners PLANNING AND ZONING SUBMITTAL - PHASE 1 II03.16.2021ONE RIVERFRONT ONE RIVERFRONT NEIGHBORHOOD AERIAL VIEW FROM SOUTHEAST Attachment B © 2021 Zehren and Associates, Inc. east west partners PLANNING AND ZONING SUBMITTAL - PHASE 1 III03.16.2021ONE RIVERFRONT ONE RIVERFRONT NEIGHBORHOOD AERIAL VIEW FROM SOUTHWEST Attachment B © 2021 Zehren and Associates, Inc. east west partners PLANNING AND ZONING SUBMITTAL - PHASE 1 IV03.16.2021ONE RIVERFRONT ONE RIVERFRONT NEIGHBORHOOD GROUND PERSPECTIVES Attachment B RIVERFRONT VILLAGE PUD TRACKING SHEET 2/19/2021 ONE RIVERFRONT TOWNHOMES Westin Timeshare West Lodge Townhomes Residences Residences Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 TOTAL PUD REMAINDER Maximum Commercial GLFA - 26,088 5,340 - - - - 31,428 40,000 8,572 Minimum Commercial GLFA - 26,088 5,340 - - - - 31,428 20,000 11,428 Dwelling Units 13 132 52 36 19 2 2 256 456 200 Meeting Space Minimum - 4,328 - - - - - 4,328 3,000 1,328 Site Coverage (acres)0.653 1.260 0.441 0.446 0.460 0.053 0.056 3.37 4.73 1.36 Site Coverage (% of whole 18.9 acre site)3.5%6.7%2.3%2.4%2.4%0.3%0.3%17.8%25.0%7.2% Attachment C Attachment D Attachment D Attachment D Attachment D Specifications are subject to change without notification HessAmerica > Products > Lighting Products > Illuminating Bollard > LINEA Page 1 https://www.hessamerica.com/Products/Lighting/Illuminating_Bollard/LINEA__/ Model Lamp Color Temperature Volt Mounting Pole Finish Option LN950 LED - Standard output WW -3000K UNV - 120-277V A - Single Mount 03SRA - 3' Straight Rectangular SG - Silver Grey DIM - 0-10vDC Dimming HP/LED - High output NW - 4000K B - Twin Mount DG - Dark Grey EF - External Flange GG - Graphite Grey N - None BLK - Matte Black BRZ - Dark Bronze CC - Custom RAL Color Ordering Information LN950 LED WW UNV A 03SRA BLK DIM LINEA LED Specification The simple linear form of LINEA combined with LED illumination provides a synergy of form and function. High-power LEDs provide a wide asymmetric distribution while generating no light above ninety degrees horizontal. Bollard housing and shaft are single-piece and finished in finely textured paint. All hardware is stainless steel. Attachment E Specifications are subject to change without notification HessAmerica > Products > Lighting Products > Illuminating Bollard > LINEA Page 2 https://www.hessamerica.com/Products/Lighting/Illuminating_Bollard/LINEA__/ LINEA LED Specification HOUSING Single piece bollard consists of one or two integral luminaire heads and shaft fabricated from rectangular 6061 aluminum alloy with radiussed corners. Nominal wall thickness is 0.187" with cross-section of 7.5" x 3.5". LED light engine and driver are housed in self contained weather-proof powerpack enclosure within the bollard and removable with a single fastener. Lens is clear impact-resistant acrylic. LED array is thermally managed using convection and transmission of heat through the use of an aluminum heat sink and the luminaire housing. All hardware is stainless steel. OPTICS Each LED light engine consists of five high output multi-chip LED arrays fitted with prismatic lens optics to produce a uniform asymmetric light distribution pattern suitable for pathways and sidewalks. Luminaire emits zero uplight at or above 90 degrees horizontal and qualifies for use in LEED zones LZ1, LZ2, LZ3, and LZ4. Color temperature may be 3000K or 4000K. ELECTRICAL Standard output: Integral LED driver is housed in luminaire head. Each luminaire head consumes 16 watts at 350 mA. Twin mount bollard with two heads consumes 32 watts. Input voltage range is 120v - 277v AC, 50-60 Hz. LED driver shall be UL recognized. High output: Integral LED driver is housed in luminaire head. Each luminaire head consumes 33 watts at 700 mA. Twin mount bollard with two heads consumes 66 watts. Input voltage range is 120v - 277v AC, 50-60 Hz. LED driver shall be UL recognized. LED DELIVERED LUMENS / BUG RATING Per Luminaire Head Standard Output: 3000K - 568 delivered lumens / B0-U0-G1 4000K - 659 delivered lumens / B0-U0-G1 High Output: 3000K - 1061 delivered lumens / B0-U0-G2 4000K - 1216 delivered lumens / B0-U0-G2 NOTE : Due to rapid and continuous advances in LED technology, LED luminaire data is subject to change without notice and at the discretion of HessAmerica. Consult factory for more current technical data. MOUNTING Flangeless mounting is standard. Optional external flange mounting available on request. WEIGHT: 20lbs FINISH Standard finishes are finely textured matte silver grey metallic, dark grey, graphite grey, matte black, or dark bronze. Special colors available on request. CERTIFICATION CSA/US Certified for Wet Locations WARRANTY Limited product warranty period including LEDs is five years. Driver shall carry the manufacturer's limited warranty. Attachment E Specifications are subject to change without notification HessAmerica > Products > Lighting Products > Illuminating Bollard > LINEA Page 3 https://www.hessamerica.com/Products/Lighting/Illuminating_Bollard/LINEA__/ Additional information Dimensions Mounting detail Attachment E 6505 Gayhart Street, Commerce, CA 90040 TEL 323.767.2600 | www.noralighting.com | e-mail: nora@noralighting.com © 2020 Nora Lighting, Inc. All rights reserved. Specifications subject to change without notice. 062220P1 Type Project Catalog No. Notes NIO-4RNDC 4" Iolite Round Reflector with Round Aperture Source: 14W to 28W LED 800lm to 2500lm PRODUCT DESCRIPTION 4" Iolite reflectors can be specified for use with Iolite new construction or remodel housings. Deep regressed cone reflectors optimize visual cut-off. FEATURES ·80 0lm, 1000lm, 1500lm, 2000lm or 2500lm LED packages ·2700K, 3000K, 3500K, 4000K, 5000K @ 90+ CRI ·Cree® LED COB or Comfort Dim Technology ·Flood optic, narrow flood and spot optics (included) ·5-Year limited warranty SPECIFICATION Construction: Reflectors are constructed of heat dissipating, die-cast aluminum. The aluminum die-cast LED heat sink is threaded to fit the reflector and transfer heat. Mounting: Reflector includes friction blades to mount securely to housing. OPTICS 800-1000lm: Each reflector includes field changeable optics (27° spot, 40° narrow flood and 60° flood - preinstalled). Premium 15° and 25° TIR optics are also available. 1500-2500lm: Each reflector includes field changeable TIR optics (30° spot, 45° narrow flood - preinstalled and 65° flood). ELECTRICAL Lumens / Wattage: 800lm / 14W, 1000lm / 14W, 1500lm / 20W, 2000lm / 24W, 2500lm / 28W Color Temperature: 2700K, 3000K, 3500K, 4000K, 5000K CRI: 90+CRI Operating Temp.: Specified by housing Lifetime: 50,000 hours @ L70 Comfort Dim: Comfort Dim color tunes the temperature from a bright 3100K, to a romantic and comfortable 2000K on a gradual, even curve. Available in 800lm only. Dimming: Specified by housing COMPATIBLE HOUSINGS Reflectors are compatible with respective Iolite housings manufactured by Nora Lighting. CATALOG NO. DESCRIPTION LUMENS / WATTAGE NHIOICD-48 ICAT New Construction 800-1000lm / 14W NHIOICDCP-48 Chicago Plenum 800-1000lm / 14W NHRIOIC-48 ICAT Remodel 800-1000lm / 14W NHIOICD-415 ICAT New Construction 1500lm / 20W NHIOICDCP-415 Chicago Plenum 1500lm / 20W NHIOICD-420 ICAT New Construction 20 00lm / 24W NHIOICDCP-420 Chicago Plenum 20 00lm / 24W NHIOICD-425 ICAT New Construction 2500lm / 28W NHIOICDCP-425 Chicago Plenum 2500lm / 28W Accessories: Reflectors will accommodate (1) hex louver and (1) translucent deco collar or opaque snoot, no accessory holder is required, see accessories page. Flush mount mud ring is available to give the appearance of a trimless reflector, compatible with new construction housing only. LABELS AND LISTINGS ·cULus Listed for Wet Locations ·ENERGY STAR certified ·5-Year Limited Warranty ·RoHS Compliant ·Certified to the high efficacy requirements of California Title 24 JA8-2019 WET 242019 TITLE CAN BE USED TO COMPLY WITH HIGH EFFICACY LED LIGHTSOURCE REQUIREMENTS PART 6WARRANTY LIMITEDYEAR5 GREEN COMMITTED TO o Recreate the Sunset with LED omfortDim® CRI90+RoHS COMPLIANT ASSEMBLED IN USA Example: NIO-4RNDC27XWW = 4" Iolite Round Reflector with Round Aperture, 2700K, White finish, 800lm / 14W Reflector Type Color Temp.Finish Lumens / Wattage NIO-4RNDC = Round Reflector with Round Aperture 27X = 2700K 30X = 3000K 35X = 3500K 40X = 4000K 50X = 5000K CDX = Comfort Dim† BB = Black / Black BW = Black / White BZ = Bronze / Bronze CHMPW = Champagne / Matte Powder White HW = Haze / White HZMPW = Haze / Matte Powder White MPW = Matte Powder White NN = Natural Metal / Natural Metal WW = White / White (blank) = 800lm / 14W /10 = 1000lm / 14W /HL = 1500-2500lm (varies by housing) † Comfort Dim technology available in 800lm & uses non-Cree COB modules. 1" & 2" Iolite uses a different dimming curve than 4" Comfort Dim 4” Iolite Round Reflector with Round Aperture - Dedicated Housing Required Housing Type NHIOICD-48 = ICAT New Construction / 800-100lm / 14W NHIOICDCP-48 = Chicago Plenum / 800-100lm / 14W NHRIOIC-48 = ICAT Remodel / 800-100lm / 14W NHIOICD-415 = ICAT New Construction / 1500lm / 20W NHIOICDCP-415 = Chicago Plenum / 1500lm / 20W NHIOICD-420 = ICAT New Construction / 2000lm / 24W NHIOICDCP-420 = Chicago Plenum / 2000lm / 24W NHIOICD-425 = ICAT New Construction / 2500lm / 28W NHIOICDCP-425 = Chicago Plenum / 2500lm / 28W Compatible Housings PRODUCT IMAGES & DIMENSIONS 4-7/8" 3-1/4" NIO-4RNDC Round Reflector with Round Aperture Non-Adjustable BB Black Reflector Black Flange BW Black Reflector White Flange BZ Bronze Reflector Bronze Flange CHMPW Champagne Haze Reflector Matte Powder White Flange HW Haze Reflector White Flange HZMPW Haze Reflector Matte Powder White Flange MPW Matte Powder White Reflector Matte Powder White Flange NN Natural Metal Reflector Natural Metal Flange WW White Reflector White Flange Attachment E 6505 Gayhart Street, Commerce, CA 90040 TEL 323.767.2600 | www.noralighting.com | e-mail: nora@noralighting.com © 2020 Nora Lighting, Inc. All rights reserved. Specifications subject to change without notice. 062220P2 Type Project Catalog No. Notes 4" Iolite Accessories 4” Iolite Round Reflector with Round Aperture ACCESSORIES Iolite accessories can be added at any point in the design process. Accessories easily install between LED module and die-cast reflector. Luminaire will accommodate (1) hex louver and (1) collar accessory, no accessory holder required. FLUSH MOUNT 4" Iolite reflectors can be installed flush with the drywall for a flush mount appearance. A flush mount mud ring is installed after the drywall and a professional drywall finisher floats the ceiling to blend in the mud ring. LED Module LED Module Optic Accessory Die-cast Reflector Die-cast Reflector Translucent Decorative Collar NIO-AS14(color) 5/8" length NIO-AS19(color) 3/4" length NIO-AS26(color) 1” length Color: AM (amber), BLU (blue), FR (frosted), R (red) Translucent collars color the aperture with the specified color while producing white general light. Collars are available in different lengths. Use to add interest, create a theme, match a theme or define a space. Opaque Collar Snoot NIO-AS14(color) 5/8" length NIO-AS19(color) 3/4” length NIO-AS26(color) 1” length Color: BLK (black), MPW (matte powder white), WH (white) Opaque snoot greatly reduces aperture brightness while preserving light output. (Note: Black snoot will reduce light) Hex Cell Louver NIO-HC Black Hex cell louver subtly reduces aperture brightness by reducing light output by about 20%. Flush Mount Mud Ring NIO-FMMR-4R Round Mud Ring Mounts reflector flush to ceiling with flange visible. Mud ring attaches to drywall. Only for use with NHIOICD-48 or NHIOICDCP-48 new construction housings and NIO-4R reflectors. Dimensions: 7-7/8" diameter 1/2" thick Frosted Filter-Optic NIO-REFL15FR 15° Optic NIO-REFL25FR 27° Optic NIO-REFL38FR 40° Optic NIO-REFL60FR 60° Optic Optic assembly includes optional frosted lens. 27°, 40° and 60° optics are included with 800lm and 1000lm reflector. Not compatible with /HL LED module. Premium TIR Optics NIO-REFLTIR15 15° Optic NIO-REFLTIR25 25° Optic Not compatible with /HL LED module or Comfort Dim (CDX) technology FIELD CHANGEABLE OPTICS Iolite reflectors include spot, narrow flood and flood optics. Optics can be changed in the field by removing LED module from die-cast reflector. Replacement optics include an optional frosted lens. Note: Frosted filter-optics and Premium TIR optics are not compatible with /HL LED modules. Attachment E 6505 Gayhart Street, Commerce, CA 90040 TEL 323.767.2600 | www.noralighting.com | e-mail: nora@noralighting.com © 2020 Nora Lighting, Inc. All rights reserved. Specifications subject to change without notice. 062220P1 Type Project Catalog No. Notes PRODUCT DESCRIPTION New construction housing for use in insulated ceilings can be in direct contact with insulation**. Air-tight construction provides energy savings by reducing the flow of air through the ceiling. Patented design allows for easy, tool-less removal of the driver. FEATURES ·IC rated for direct contact with insulation** ·Quick connect provided for electrical connection to the LED reflector ·ASTM E283 for Air-Tight ·Patented driver assembly SPECIFICATION Housing: 0.040” Aluminum shallow housing with patented driver assembly, allows for driver to slide out without tools. Housing can be installed in 1/2” ceiling thickness, an extension collar is available for ceiling thickness up to 2”, must specify NIO-4EXTC2. Air Flow Restriction: Meets requirments of Air-Tight (AT) <2CFM (cubic feet per minute) in accordance with ASTM- 283 Air-Tight requirements. Clearance**: “IC” Insulated ceiling housings are direct contact rated. Not to be used in direct contact with spray foam insulation. Bar Hangers: Two 13-3/4” to 24-1/2” adjustable bar hangers with captive nails are included on housing. Bar hangers are parallel to junction box, but can be repositioned 90˚ perpendicular to junction box if desired. “L”-shaped bar hanger foot to align to bottom of construction joist. A T-bar notch allows for easy installation in a suspended ceiling. Junction Box: Pre-wired 25 cubic inch 0.064” thick galvanized steel, with seven 1/2” knockouts, four Romex® pryouts, and snap on covers. All leads are #18AWG wire, the ground wire is connected to the bottom, and quick connectors are supplied on all leads. Through branch circuit wiring, (4-in, 4-out). ELECTRICAL Voltage: 120V or 120/277V (must specify) Power Factor: >0.90 Operating Temp.: 104˚F (40ºC) max. ambient temperature Wattage: 14W Dimming: Triac / ELV or 0-10V (must specify) Click Here or check complete dimmer list at www.NoraLighting.com in the “Compatibility” page under “Resources” tab COMPATIBLE REFLECTORS CATALOG NO. DESCRIPTION NIO-4RC 4” Round Cone Regress NIO-4SC 4” Square Cone Regress NIO-4RG 4” Round Adj. Surface Gimbal NIO-4SG 4” Square Adj. Surface Gimbal NIO-4RD 4” Round Adj. Deep Regress NIO-4SD 4” Square Adj. Deep Regress NIO-4RNDC 4” Round Deep Reflector NIO-4SNDC 4” Square Deep Reflector NIO-4RPHA 4” Round Adj. Pinhole NIO-4RPH 4” Round Pinhole NIO-4SNDSQ 4” Square Reflector / Square Aperture NIO-4RSL 4” Round Adj. Slot Aperture NIO-4RNB 4” Round Bullnose NIO-4SNB 4” Square Bullnose NIO-4SDSQ 4” Square Adjustable / Square Aperture NIO-4SW 4” Square Wall Wash NIO-4RTLA 4” Round Trimless Adj. Reflector NIO-4RTLNDC 4” Round Trimless Reflector NIO-4STLNDC 4” Square Trimless Reflector Emergency: Housing can be specified with connections for emergency battery installation. Requires top access. Must specify battery with remote test switch separately, NEPK-07LEDUNV. Note: Emergency is not compatible with NHIOICDCP-48 LABELS AND LISTINGS ·cULus Listed for Damp Location (Wet Location when used with compatible reflector) ·5-Year Limited Warranty ·RoHS Compliant ·Patent #D824567S ·Meets or exceeds ASTM-283 Air-Tight requirements WARRANTY LIMITEDYEAR5 RoHS COMPLIANT Housing Type Driver / Dimming Optional Emergency NHIOICD-48 = IC Air-Tight LE3 = 120V input; Triac / ELV dimming LE4 = 120-277V input; Triac / ELV / 0-10V dimming LUPEQ = 120/277V input; Lutron Hi-lume Premier 0.1% EcoSystem with Soft-On, Fade-to-Black LUPEQ1 = 120/277V input; Lutron Hi-lume 1% EcoSystem with Soft-On, Fade-to-Black /PEM = Remote Emergency for LE3 or LE4 NHIOICDCP-48 = Chicago Plenum LE3 = 120V input; Triac / ELV dimming LE4 = 120-277V input; Triac / ELV / 0-10V dimming LUPEQ = 120/277V input; Lutron Hi-lume Premier 0.1% EcoSystem with Soft-On, Fade-to-Black LUPEQ1 = 120/277V input; Lutron Hi-lume 1% EcoSystem with Soft-On, Fade-to-Black 4” Iolite IC Air-Tight New Construction Housing - Compatible with NIO-4 reflectors Description NEPK-07LEDUNV = Remote Emergency Battery w/Test Switch NIO-4EXTC2 = Ceiling Extension Collar up to 2” Optional Accessories Example: NHIOICD-48LE3 = 4” Iolite IC Air-Tight New Construction Housing, 120V input; Triac / ELV dimming NHIOICD-48 / NHIOICDCP-48 4” Iolite IC Air-Tight New Construction Housing Source: 14W LED 800lm or 1000lm PRODUCT IMAGES AND DIMENSIONS PATENTNo. D824567S 7-5/8" 4" 12" 4-5/16" Ceiling Cut-Out Attachment E 2840 N Brookfield Rd, Suite 3 Brookfield, WI 53045 PH: 262.505.5124 FX: 262.753.6582 www.klikusa.com sales@klikusa.com Project Name: Location: Rep Agency: Specifier: Fixture Type: Product Code: R6.0 20190327 Page 1 of 5KLIK LEDpod™ 40 KLIK LEDpod™ 40 Patented Product Codes Follow the steps to specify your fixture. Enter Product Code in field at top of page. Example: LP4030KA40 1. Additional sizes are available as special order, contact factory for rail dimensions other than those shown on this sheet. 2. Bronze material requires a special clip, contact factory for more information. 3. Also available in blue (BLU), green (GRN), red (RED), and custom color temperature (as special order). 4. Wall thickness of 0.120” is common to steel & stainless; wall of 0.125” common to aluminum 5. Additional charges and lead time apply for this feature. 6. Tamper proof option offers additional protection in extreme environments. Additional charges and lead time apply for this feature. To specify; add “TP” to product code. 7. To Specify 1.5 Watt; add “0350” to product code. Description Discrete, seamless point source LED fixture for use in all code-compliant handrail, especially curving ramps and helical stairs as well as long runs on bridges and pedestrian paths. Asymmetric optic allows mounting at rail nadir, eliminating uncomfortable glare issues. Housing Clear anodized aluminum body as standard. Color-match anodized or bronze body as options, consult factory. Aluminum body has a fine 25-micron finish and is then hard-coat anodized, thus preventing galvanic corrosion. Silicone gasket seals the installation from water ingress and provides added means of electrical isolation to minimize potential for galvanic reaction. Electrical/LED Driver - Input Voltage: 24 VDC *Please note, all KLIK fixtures are now - Operating Temp: -40 to 120° F dimmable as standard - Efficiency: 88 lm/W - Driver: Must use class 2 driver - Primary Driver: 110 - 277 VAC UL Listed Constant Voltage - Secondary Driver: 350 - 500mA Constant Current (provided with fixture) - Control: DALI, 0-10V, DMX - DMX control for dimming only, not for individually addressed LEDpod - Enclosure: Minimum NEMA 3R required - Wire connectors provided; factory pre-wire available, consult factory Mounting Patented attachment method offers unparalleled security and ease of mounting. Requires only a simple drilled hole in railing material, eliminates threading, gluing or exposed fasteners common among other handrail fixtures. All conductors remain internal to railing to provide secure and safe wiring. IK10 Impact rating ensures vandal resistance. Tamperproof anti-theft option available for extreme environments; consult factory. - Tube Size: Ø 1.5” - 1.75”, Max. wall .2” Other sizes available upon request - Cut Out: 25mm - Weight: 0.16 LBS Listings - ETL listed, UL 1598/CSA 22.2; CE - cETL - IP65 rated All IP rated luminaires tested to AS60529-2004 Degrees of protection provided by enclosures (IP Code) - IK10 Impact Resistance - Wet location rated 30Ø25 C IP65 IK 10 SymmetricAsymmetric Fixture Type LP LEDpod Rail Size1, 2 40 1.50” Tube -or- 1.66” Pipe Color3 27K 30K 35K 40K AMB 2700K 3000K 3500K 4000K Amber Distribution A S Asymmetric Symmetric Rail Wall Thickness4 1512 1513 05 10 40 80 CUST 1.5” x 11ga Tube (.12 wall) 1.5” x 1/8 Wall Tube Sch 5 Pipe Sch 10 Pipe Sch 40 Pipe Sch 80 Pipe Non-stock Lens Option Clear lens standard Add FRS for frosted diffused lens Add OTK for Optek-film diffused lens R7.0 20200416 SEE NOTE, PAGE 3. PLEASE CONFIRM. ARCHITECT TO CONFIRM PRIOR TO PURCHASE Attachment E 2840 N Brookfield Rd, Suite 3 Brookfield, WI 53045 PH: 262.505.5124 FX: 262.753.6582 www.klikusa.com sales@klikusa.com Project Name: Location: Rep Agency: Specifier: Fixture Type: Product Code: R6.0 20190327 Page 2 of 5KLIK LEDpod™ 40 LED Performance LED: Cree XT-E CCT: 2700, 3000, 4000 (others available) CRI: 80-85 Life: 80% at 50k hrs and 85° C Binning: 3 MacAdam Steps Warranty: 5 Year Warranty Lumens/Fixture or Pod STANDARD SPECIAL ORDER 2W/POD Transparent 1.5W/POD Transparent* 3000K 145 3000K 107 4000K 154 4000K 114 5000K 176 5000K 130 *Contact factory for 1.5W POD 2’1’0 1’2’3’4’5’6’7’1.5 WattKLIK LEDpod™ 40 350mA Asymmetric 34” Tall Handrail 0.39 0.96 4.09 5.09 3.63 2.64 1.27 0.58 0.24 0.08 42” Tall Handrail 0.36 0.86 2.63 3.29 2.73 2.03 1.47 0.81 0.43 0.22 KLIK LEDpod™ 40 350mA Symmetric 34” Tall Handrail 2.74 5.22 6.00 5.22 2.74 0.91 0.15 0.05 0.02 0.01 42” Tall Handrail 2.16 3.62 3.85 3.62 2.16 1.35 0.38 0.10 0.04 0.02 2 WattKLIK LEDpod™ 40 500mA Asymmetric 34” Tall Handrail 0.53 1.29 5.53 6.87 4.90 3.57 1.72 0.78 0.33 0.11 42” Tall Handrail 0.48 1.17 3.55 4.44 3.68 2.75 1.98 1.10 0.58 0.30 KLIK LEDpod™ 40 500mA Symmetric 34” Tall Handrail 3.70 7.05 8.11 7.05 3.70 1.23 0.20 0.07 0.03 0.01 42” Tall Handrail 2.92 4.90 5.20 4.90 2.92 1.83 0.52 0.13 0.05 0.02 KLIK LEDpod™ Footcandle Chart Optics Reflector Beam Angle Symmetrical Asymmetrical LOR defined by optics 76 74 lm W mA V System Lumens @4000K 120 1.4 350 3 92 89 162 1.9 500 3 124 120 Primary Driver Secondary LED Driver Spacing Maximum KLIK LEDpods™* 110 - 277 Primary Voltage Remotely Mounted Dimming Control 10” x 1.5” x 2” 500mA 24”37 350mA 24”50 *Based on 16 AWG between LEDpods Remote Mounting Distance Chart 24 VDC 100W Driver Approximate Distance From Driver to First LED at 37 Fixtures Wire Size 10 AWG 12 AWG 14 AWG 16 AWG Distance 525’328’213’131’ Calculations based on 2’ centers between pods. Increased spacing reduces number of pods per circuit. Accessories LP100WPRITRNOND Class 2 Driver, Non-Dimming, Input voltage = 120-277 VAC, Output voltage = 24 VDC, 5 year warranty LP100WPRITRNDIM Class 2 Driver, Dimming, Input voltage = 120-277 VAC, Output voltage = 24 VDC, 5 year warranty LPNEMA3RENCL NEMA 3R Drip Proof Enclosure, 4” x 4” x 18” (IP32 Equivalent) LPNEMA4ENCL NEMA 4 Watertight Enclosure, 14” x 8” x 6” (IP66 Equivalent) LPNEMA6PENCL NEMA 6P Submersible Enclosure 15” x 8” x 6” (IP67 Equivalent) Additional driver & enclosure configurations available X = Rail Height (34” Tall Handrail or 42” Tall Guardrail Optic Height: 34” - 1.57” (Handrail Diameter) = 32.43” (2.7’) 42” - 1.57” (Handrail Diameter) = 40.43” (3.37’) X” 5’ 4’ 3’ 2’ 1’ 0’ 1’ 2’ 3’ 4’ 5’ X” -2’-1’ 0’ 1’ 2’ 3’ 4’ 5’ 6’ SymmetricAsymmetric R7.0 20200416 Attachment E 2840 N Brookfield Rd, Suite 3 Brookfield, WI 53045 PH: 262.505.5124 FX: 262.753.6582 www.klikusa.com sales@klikusa.com Project Name: Location: Rep Agency: Specifier: Fixture Type: Product Code: R6.0 20190327 Page 3 of 5KLIK LEDpod™ 40 90° Push LEDPOD in until it snaps into place and the outer surface is flush with the outer surface of the tube. Prod the rim of the clear silicone IP Seal to provide a tighter fit. The notch indicatesthe direction of the light,Asymmetrical LEDPods Light direction LEDPOD Removal Steps Insert removal tool into the 2mm holes in the LEDPOD. With firm pressure, rotate the LEDPod 90°. Carefully peel back the IP silicone seal one side at a time. Carefully remove the LEDPOD from the clip, ensuring not to damage or disconnect wires in the process. Be sure to re-attach the silicone seal ready for reinsertion. NEGATIVE [ - ]: Black POSITIVE [ + ]: Red 9 1 2 3 Thru. wire Pull a loop of wire through hole.Rotate retaining clips in as shown. Avoid tangling or severing through wire.3 4 5 Apply pressure as shown to deform clip into place in a circular motion. Avoid damaging the surface of tube and tangling or severing through wire. Install Scotchlok connectors to the red and black wires. Connect the corresponding color wires of the driver to the Scotchloks and assure the clip is secured. CAREFULLY feed the Scotchloks to the left of the clip and the driver to the right with the driver connector hanging out. Ensure wires are clear from where the LEDPOD is to fit. Proceed to connect the LEDPOD. 6 7 8Fit clip into place until the clamping ends are equally centered over the hole. Use the tool to center the clip until equal pressure can be felt and inspect by eye. Feed through appropriate wires (14ga - 18ga).2Make sure drilled holes are deburred and excess swarf is removed from railing. 1 Ø 0.98” Ø 1.02” 1.18” OD 1.50”1.66” Use a 25mm annular cutter to bore hole. (Use 1” in aluminum.) Aprx 2” KLIK LEDpod™ 40 Installation Instructions Revised 11.15.2018 Ø 25 ± 0.2mm Sweep wires to side after driver is set in rail (depicted in step 6) www.klikusa.com • sales@klikusa.com PAGE 1 OF 1 32863-C.4 Installation Instructions Additional instructions may apply, consult factory.32863-C.4R7.0 20200416 ROUND TUBE HANDRAIL REQUIRED. CONFIRM THIS IS ACCEPTABLE WITH LAKE FLATO / DESIGN WORKSHOP Attachment E 2840 N Brookfield Rd, Suite 3 Brookfield, WI 53045 PH: 262.505.5124 FX: 262.753.6582 www.klikusa.com sales@klikusa.com Project Name: Location: Rep Agency: Specifier: Fixture Type: Product Code: R6.0 20190327 Page 4 of 5KLIK LEDpod™ 40 Wiring Diagram - Post Mounted LEDpod with Retaining Clip IP Plug Scotchlok Connectors Wire routed through post via conduit entry 24VDC Wiring to railing via conduit; from constant voltage primary driver in remote enclosure Constant Current Driver (1) Per LEDpod 24VDC - 24VDC + R7.0 20200416 Attachment E 2840 N Brookfield Rd, Suite 3 Brookfield, WI 53045 PH: 262.505.5124 FX: 262.753.6582 www.klikusa.com sales@klikusa.com Project Name: Location: Rep Agency: Specifier: Fixture Type: Product Code: R6.0 20190327 Page 5 of 5KLIK LEDpod™ 40 Wiring Diagram - Wall Mounted LEDpod with Retaining Clip Scotchlok Connectors Note: Hollow bar bend, typically 3/4 x.065 wall Wiring entry through wall via conduit -OR- Wiring can be fed through hollow wall bracket IP Plug Constant Current Driver (1) Per LEDpod 24VDC Wiring to railing via conduit; from constant voltage primary driver in remote enclosure 24VDC - 24VDC + R7.0 20200416 Attachment E Pathfinder |52120BK Job Name:________________ Job Type:________________ Quantity:________________ Comments:________________ PRODUCT DESCRIPTION With solid Die-Cast Aluminum construction and powered by a range voltage input driver, Pathfinder is a high performance down light for commercial and residential installations. Available in Black, Architectural Bronze, or Metallic Sliver there is sure to be a style to fit most any installation. MEASUREMENTS DIMENSION : 5.5'' W x 5.5'' H x 4'' Ext BACK PLATE : 5.5'' W x 5.5'' H x 2.75'' HCO HANGING WEIGHT : 2.03 lb LAMPING INPUT VOLTAGE : 120-277V LUMENS : 880 Rated (820 Del.) BULB : 1 x 15W LED PCB Integrated , 15W Total BULB INCLUDED : (Integrated) DIMMABLE : Only at 120V with ELV CRI : 80 CRI COLOR_TEMP : 3000K LIGHTING_DIRECTION : Down FINISHES OPTION Architectural Bronze Black Silver MATERIAL Die Cast Aluminum RATINGS cETLus Wet Location For Outdoor DARKSKY ADDITIONAL INSTALL UP/DOWN: Up/Down OPERATING TEMPERATURE: -20°C (-4°F), 40°C (104°F) PHOTOMETIC: Report Found Online Always consult a qualified electrician before installing any lighting product. Attachment E Attachment E Attachment E OL11603ORB-LED: Large LED Sconce Collection: Mattix Featured in the decorative Mattix collection 1 Array Integrated 60 watt light bulb Fixture is supplied with 1 light bulb Meets American with Disabilities Act standard extension requirements This advanced LED technology is carefully designed and selected to consist of the highest quality LED chipsets for superior performance and reliability. UPC #:014817565751 Finish: Oil Rubbed Bronze (ORB) Dimensions: Length:36 1/2" Width:6'' Height:7'' Weight:13 lbs. Extends:3 1/2'' Wire:8'' Mounting Proc.:Universal Mounting Plate Connection:Mounted To Box Bulb Type:Array Bulb Base:Integrated Volts:120 Watts:60 Watts Consumed:60 Watts Rated:60 Hours Rated:50000 Lumens:5400 Bulb Temp:2700 °K CRI:90 Bulbs: 1 - LED Integrated Array 60w 120v - included Features: Meets American with Disabilities Act standard extension requirements This advanced LED technology is carefully designed and selected to consist of the highest quality LED chipsets for superior performance and reliability. Material List: 1 Body - Cast Aluminum - Oil Rubbed Bronze Safety Listing: Safety Listed for Wet Locations Instruction Sheets: Trilingual (English, Spanish, and French) (OL11601_OL11602_OL11603-LED) Backplate / Canopy Details: Type Height / Length Width Depth Diameter Outlet Box Up Outlet Box Down Back Plate 24 3/4 5 3/4 1 18 1/8 Shipping Information: Package Type Product #Quantity UPC Length Width Height Cube Weight Frt. Class UPS Ship Individual OL11603ORB-LED 1 014817565751 42 10 7.5 1.823 18.5 93 Yes NJ Pallet 42 48 40 73 81.111 785.4 No NV Pallet 42 48 40 73 81.111 785.4 No Generation Lighting reserves the right to revise the design of components of any product due to parts availability or change in safety listing standards without assuming any obligation or liability to modify any products previously manufactured and without notice. This literature depicts a product design that is the sole and exclusive property of Generation Lighting . In compliance with U.S copyright and patent requirements, notification is hereby presented in this form that this literature, or the product it depicts, is not to be copied, altered or used in any manner without the express written consent of, or contrary to the best interests of Generation Lighting, a Visual Comfort & Co brand. Attachment E PRODUCT CODE 071920 PROJECT TYPE INSERT+ ZERO CLIPS Part number 071920 Lampholder:LED Wattage:4 W Finish:AN-96 / Iron gray / Textured Degree of protection:IP65 CRI:80 Kelvin:3000 Luminaire lumen output:162 lm L:L80 B:B10 Lifetime:60000 h cULus: Voltage:120-277 V Description Recessed wall steplight series. Fixtures consist of: - Multi-step powder-coat painting process, optimized against UV rays and corrosion. - Copper-free precision die-cast aluminum housing and ring/faceplate. - Frosted, flat, tempered silk-screened soda-lime glass diffuser. - Custom molded, anti-aging gasket(s). - Stainless steel external hardware. - Custom MCPCB utilized to maximize heat dissipation and promote a long LED life. - IESNA Type II light distribution. - Input voltage: 120-277 V (50 / 60 Hz), integral driver. - Mud Ring included for INSERT+ ZERO / ZERO CLIPS (rough-in kit provided by others). - Consult factory for dimming options, custom finishes (please specify RAL color), and non-cataloged CCT (Kelvin) options including static colors. - Product meets Buy American Act requirements within ARRA. - 5-year warranty. Photometric data Technical drawings Performance in Lighting - 2621 Keys Pointe - Conyers, Georgia 30013 - USA - voice 770.822.2115 - info.usa@pil.lighting www.performanceinlighting.com Attachment E Page 1 of 4 TO: Planning and Zoning Commission FROM: David McWilliams, AICP, Town Planner RE: SGN21001 – PUBLIC HEARING – Master Sign Program - Lot 36 Block 1 Benchmark at Beaver Creek Subdivision – 120 Metcalf Road DATE: March 10, 2021 STAFF REPORT OVERVIEW: This Staff report contains one application for consideration by the Planning and Zoning Commission (PZC): Major Sign Program (MSP) Amendment (the Application) for 120 Metcalf Road (the Property). This Application seeks approval for new sign locations. Application Type: Major Sign Program Property Address: 120 Metcalf Road Property Zoning: Industrial Commercial Employment District Property Size: 0.328 Property Owner: Ammaturo Properties LLC Applicant Name: Kimberly Earnheart with Freemason Signs PROCESS: The review procedures for signs was changed in 2018. This application would have been reviewed and approved as a sign plan by Staff under the old code but is subject to PZC review by the new standards. PZC shall conduct a public hearing and render a decision on the application. PUBLIC NOTICE: Notice of the public hearing was published in the March 5, 2021 edition of 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 type. SIGN PROGRAM SUMMARY: Kimberly Earnheart (the Applicant) is presenting a new MSP for the Property. There are two (2) proposed exterior signs on the property – one identification sign on the large blank face of the building, and one freestanding sign near the front entrance. The window sign pictured in the application materials is not subject to review. PROPERTY DESCRIPTION: Lot 36 recently sold to a new owner and franchise. Gerber Collision’s branding was vetted by Staff but requires a MSP due to the transfer in ownership and proposed new entrance sign. Per Avon Development Code, (ADC) Sec. 7.34(h)(2)(i), “The owner, builder, or developer of a building designed for single use shall present to the Community Development Department a Master Sign Program showing proposed locations of all signs.” The submittal information is not robust but is deemed complete for the need of this owner and Town. Page 2 of 4 STAFF ANALYSIS: The building measures approximately 93 feet across the front. Per ADC Sec.7.32(g)(1), “Sign or signs shall not exceed one (1) square foot of sign area per lineal foot of building front.” This Application is 52 square feet total (the freestanding sign, 6 square feet, is only measured on one side per ADC), thus complying with ADC. The building identification sign is face-lit channel letters made of vinyl. While the applicant characterizes the free standing sign as “directional” (which per ADC would disqualify it from PZC review), the ADC has a specific definition requiring the placement, “within five (5) feet of an entrance or exit to a lot, for any building on the lot, or for parking for the lot.” With the central location between parking areas it seems intended for nonspecific entry, and not directing the flow of vehicles. Therefore, the sign is applicable for review. It is non-illuminated, made of aluminum with vinyl graphics. Below are applicable sections of ADC: 7.32(e)(2)(ix), “The freestanding sign erected at the edge of a parking area or adjacent to a traffic lane shall have a barrier at the base to prevent collision between motor vehicles and the sign.” 7.32(e):(4),” Landscaping. Landscaping is required for all freestanding signs, and should be designed to enhance the signage and surrounding building landscaping.” 7.32(j)(4): “All freestanding signs shall be self-supporting, erected on or permanently attached to a concrete foundation.” Staff added the barrier, landscaping, and mounting stipulations as a condition for approval. An additional condition is for the Applicant to provide a modified Land Development Application, with correct information. REVIEW CRITERIA: According to the Avon Municipal Code, the Planning and Zoning Commission shall consider the following items in reviewing proposed Sign Programs: 1. Evidence of substantial compliance with the purpose of the Sign Code as specified in Section 7.32(A) Sign Code Purposes; Staff Response: The purposes are stated herein: (1) Coordinate the type, placement, and physical dimensions of signs. (2) Preserve the right of constitutionally protected free expression, which may be displayed on signs. (3) Encourage the innovative use of design. (4) Promote high quality and weather resistant signs that are properly maintained over time and renovated when necessary. (5) Maintain the mountain town character of the community through the use of signs that are aesthetically pleasing, of appropriate scale, and harmonious with the built scale. (6) Guarantee equal treatment through accurate record keeping and fair and consistent enforcement. (7) Provide a reasonable balance between the right of an individual to identify a business or express a message, and the right of the public to be protected against the visual discord resulting from the unrestricted proliferation of signs and similar devices. (8) Permit signage that advances and conforms with the policies of the Comprehensive Plan. PZC should review the Application for compliance with the purposes of the Sign Code. Staff finds the Application generally in compliance. 2. The suitability of the improvement, including materials with which the sign is to be constructed and the site upon which it is to be located; Staff Response: The material choices are vinyl and aluminum. The locations and materials meet ADC requirements Page 3 of 4 and are commensurate with the site and surroundings. 3. The nature of adjacent and neighboring improvements; Staff Response: Neighboring commercial buildings have both freestanding signs and building identification signs. A nearby business freestanding sign has an appropriate shrub for the base. 4. The quality of the materials to be utilized in any proposed improvement; Staff Response: Staff finds the materials of high quality and anticipates upkeep of the materials used. 5. The visual impact of any proposed improvement, as viewed from any adjacent or neighboring property; Staff Response: The length of the building frontage means that the property has a significant square footage allocation. The impact of the specific signs is anticipated to be minimal compared to what is allowed under ADC. The signs are more modern and aesthetically pleasing than much of the surrounding area. 6. The objective that no improvement will be so similar or dissimilar to other signs in the vicinity that values, monetary or aesthetic, will be impaired; Staff Response: Not applicable. 7. Whether the type, height, size and/or quantity of signs generally complies with the sign code or sign program, and are appropriate for the project; Staff Response: The Program is consistent with sign placement and general design parameters of commercial signs and appropriate for the project. 8. Whether the sign is primarily oriented to vehicular or pedestrian traffic, and whether the sign is appropriate for the determined orientation. Staff Response: The signs are primarily oriented to vehicular traffic and is appropriate to the orientation. RECOMMENDED MOTION: “I move to Approve Case #SGN21001, a Master Sign Program application for Lot 36 Block 1, Benchmark at Beaver Creek Subdivision with the findings and conditions as recommended by Staff.” Findings: 1. The Application is complete; 2. The Application provides sufficient information to allow the PZC to determine that the Application complies with the relevant review criteria; 3. The Application was reviewed pursuant to §7.16.160(f), Sign Plan. The application meets the sign standards established in the Avon Development Code; 4. The Application complies with the goals and policies of the Avon Comprehensive Plan; 5. No extra demand for public services is made by the Application; 6. The design relates the development to the character of the surrounding community; and 7. The Application is not so restrictive as to eliminate individuality but provides for the expectation of attractive sign installation. Conditions: 1. The freestanding sign shall have a barrier at the base, landscaping, and concrete mounting approved by Staff before construction; Page 4 of 4 2. A new Development Plan application will list a proper phone number and mailing address; and 3. The building identification sign is only permitted to be illuminated during business hours. ATTACHMENTS: A. Sign Program Application Materials LINKS: Comprehensive Plan Avon Development Code Thank you, David McWilliams 970-749-4023 cmcwilliams@avon.org Page 1 of 7 TO: Planning and Zoning Commission FROM: David McWilliams, AICP, Town Planner RE: MJR21002 Major Development Plan / AEC21001 Public Hearing Lot 61 Block 4 Wildridge Subdivision / 5150 A Longsun Lane DATE: March 11, 2011 STAFF REPORT OVERVIEW: This Staff report contains two applications for consideration by the Planning and Zoning Commission (PZC): Major Development Plan with Design Review for a new proposed single-family house; and an Alternative Equivalent Compliance (AEC) for the roof pitch under the required 4:12 pitch. Application Type: Major Development Plan Property Address: 5150 Longsun Lane Property Zoning: PUD Property Size: 0.304 Acres Applicant: Jeff Manley Property Owner Name: LS 5150 LLC - Dave Dantas SUMMARY OF REQUEST: Jeff Manley (the Applicant) with Martin Manley Architects proposes a new house for Lot 61. This is the north property on a subdivision that has not yet been divided. Lot 61 was subject to a PUD amendment / Lot Split that limited the building envelope, height, and square footage. The building is three (3) stories, 3,676.4 square feet of livable space and includes a 736 square foot garage. The lower level is ground level at the garage side and located below grade on the uphill side of the house. It has shed and gable roofs at 3:12 pitch. The proposal is best described as mountain modern style. PROCESS: These Major Development Plan and Alternative Equivalent Compliance applications are reviewed by PZC for final decision. PUBLIC NOTICE: Notice of the public hearing was published in the March 6, 2021 edition of 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 type. PROPERTY DESCRIPTION: Lot 61A is proposed at .304 acres located on the north side of the lot on Longsun Lane. It is zoned PUD and borders duplex and single-family houses, and open space. Page 2 of 7 PLANNING ANALYSIS Lot Coverage, Setback and Easements: The lot has modified building envelope and easements from the PUD Amendment Process: Front Side Back Footprint Limit 25’ 10’ as shown 18,00 square feet The proposal conforms with the setbacks and an ILC will be required at roofing to demonstrate built compliance. The footprint was limited to 3,900 square feet during the PUD process and measures 3,676 square feet. Building Height: Per the PUD amendment, the maximum building height permitted for this property is 32.5’ and the proposed height is 29’-7 1/2”. The proposed roof pitch is 3:12, discussed in the AEC section, below. Parking: The project requires three (3) parking spaces, which are provided between the garage and the spaces in front of the garage. DESIGN STANDARDS ANALYSIS: Landscaping: The proposal’s landscape plan focuses on the area between the buildings (Lot 61B) and the street edge. The primary pallet is spruce, aspen, several shrub species, ground cover, mulch, and native grasses. A few trees are located within the drainage easement, and therefore do not count towards the total Landscaping Units required of the property, per code. In total, 129 Units are required and 136 are proposed. Building Design, Building Materials and Colors: The proposed exterior building materials are stained wood siding, cut stone, and corten. Colors were reviewed for conformance with Sec. 7.28.090(j)(4)(viii), Building Materials, and determined to comply with the design standards. Roof Material and Pitch: The applicant proposes 3:12 pitch shingled gable and shed roofs. As the roof pitch is not compliant with applicable ADC regulations, an AEC is required, discussed below. Page 3 of 7 Exterior Lighting: Proposed lighting is recessed cans and conforms with the Dark Sky Ordinance, Building Code Sec. 15.30. Four-sided Design: ADC Sec. 7.28.090(d)(5) states, “All sides of a residential building shall display a similar level of quality and architectural detailing. Architectural features and treatments shall not be restricted to a single facade.” Staff is satisfied that the elevations have high quality detailing, thus complying with four-sided design regulations. Design Standards for the Wildridge Subdivision: ADC Sec. 7.28.090(e) states: (1) Intent: (i) To preserve and enhance the aesthetic qualities of the natural hillsides by designing projects which relate to the slope of the land and minimize the amount of project grading; and (ii) To promote development which is visually compatible with the natural topography of the surrounding area. (2) Building Height on Steep Slopes. Determining building height on steep slopes has frequently resulted in three-story walls on the downhill side that create an overbearing presence on properties below. Therefore, the visual impact of building height and massing on lots with steep slopes shall be reduced by articulating the building facades and creating proportional stories in a multi-story building. Building height will be reduced for buildings or portions of buildings with flat roofs as follows: (A) Four-to-twelve (4:12) roof slopes or greater: thirty-five (35) feet. (B) Less than a four-to-twelve (4:12) roof slope: thirty (30) feet. (3) Building Design: (i) Buildings shall have street-facing architectural details and elements which provide a human scale to the facade. Flat, monotonous facades shall be avoided. (A) The design of a structure shall create variety and interest along the street elevation. A significant alteration of the massing and composition (not just the exterior colors and materials) of each house or each townhouse or duplex unit must be accomplished. (B) The use of architectural features that increase visual prominence should be avoided. Massive, tall elements, such as two-story entries, turrets and large chimneys, should be avoided. Such elements on the downhill face of the structure are of particular concern. The house design is compliant with these regulations as it is under 30’. MAJOR DEVELOPMENT PLAN & DESIGN REVIEW - REVIEW CRITERIA: § 7.16.080(f), 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 purposes outlined in the Development Code. Purpose (a) states, “Divide the Town into zones, restricting and requiring therein the location, erection, construction, reconstruction, alteration and use of buildings, structures and land for trade, industry, residence and other specified uses; regulate the intensity of the use of lot areas; regulate and determine the area of open spaces surrounding such buildings; establish building lines and locations of buildings designed for specified industrial, commercial, residential and other uses within such areas; establish standards to which buildings or structures shall conform; establish standards for use of areas adjoining such buildings or structures.” 2. Evidence of substantial compliance with §7.16.090, Design Review; Staff Response: This Major Design and Development Plan Application should be assessed for compliance with Page 4 of 7 the Design Review criteria of the Development Code, found below. The Design Review section seeks quality development and structures that are visually harmonious with the site and the surrounding vicinity. 3. Consistency with the Avon Comprehensive Plan; Staff Response: The site is located in the Northern Residential District (District 11 of the Comprehensive Plan), which states, “Due to the limited number of existing trees and shrubs and the open character of the property, special care should be taken to ensure that all structures are compatible with one another and in harmony with the natural surroundings.” This District includes the following principles: Planning Principles: • Identify, delineate, and enhance all open space parcels and paved and unpaved trails. • Provide alternatives to the roadways for pedestrian circulation and greater connection to the surrounding open space. • Preserve and enhance the existing open space trails and explore the possibility of developing additional parcels into pocket parks. • Add an alternative or second access route to Wildridge (perhaps forest service road during the spring and summer). Encourage and support development that: • Prohibits significant alteration of natural environment as well as ridgeline and steep slope development. This area should be highly sensitive to visual impacts of improvements, wildlife preservation, and lighting. • Provides the development of a trailhead to access the surrounding public lands. • Provides sidewalks and pedestrian connections. The Goals and Policies contained in the Comprehensive Plan, include, “Policy G.2.1: Identify and avoid development in environmentally sensitive areas or steep hillsides.” Staff feels that the Application is consistent with the Comprehensive Plan. 4. 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 conforms with the accompanying requirements of the PUD zoning and the Development Code, except where an AEC is needed. Conformance with the building envelope and maximum elevation per the PUD Amendment are confirmed with the Application. 5. 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; and Staff Response: The analysis contained in this Staff report addresses all applicable Development Code standards, except where an AEC is needed. 6. That the development can be adequately served by city services including but not limited to roads, water, wastewater, fire protection, and emergency medical services. Staff Response: Staff referred the recent PUD amendment proposal to the Eagle River Water and Sanitation Page 5 of 7 District (ERWSD) and compliance with the property’s’ water allocation was confirmed. All special services are well established in the subdivision. §7.16.090(f), Design Review: 1. The design relates the development to 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 application proposes a design that relates to the character of the surrounding community. 2. The design meets the development and design standards established in this Development Code; and Staff Response: The design is compliant with the development and design standards contained in the Development Code. 3. The design reflects the long- range goals and design criteria from the Avon Comprehensive Plan and other applicable, adopted plan documents. Staff Response: Applicable adopted plans include the Avon Comprehensive Plan and provisions of the Development Code. The design has been evaluated for conformance with these plans and Staff has determined the proposed design meets the requirements, except as described below. ALTERNATIVE EQUIVALENT COMPLIANCE: Alternative equivalent compliance is a procedure that allows development to meet the intent of the design-related provisions of the code through an alternative design. It is not a general waiver or weakening of regulations; rather, this application procedure permits a site-specific plan that is equal to or better than the strict application of a design standard specified in the Development Code. This procedure is not intended as a substitute for a variance or administrative modification or a vehicle for relief from standards in this Chapter. Alternative compliance shall apply only to the specific site for which it is requested and does not establish a precedent for assured approval of other requests. AEC REQUEST: The roof pitch is requested at 3:12 instead of the required 4:12 for shingled roofs. AEC 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. APPLICANT RESPONSE: The applicant presents a response in Attachment A narrative. The proposed roof pitch achieves solar panel potential and lowers the building form. STAFF RESPONSE: Mandating a minimum 4:12 shingled roof pitch creates attractive angled roof shapes and may diminish the vertical mass of a structure. ADC Sec. 7.28.090(d)(3)(i) states: Page 6 of 7 All residential buildings shall have pitched roofs with a rise of not less than four (4) inches in twelve (12) inches of distance. Primary roofs shall have a four-to-twelve (4:12) minimum and a twelve-to-twelve (12:12) maximum. Secondary roofs shall have a four-to-twelve (4:12) minimum and metal roofs shall have a three-to-twelve (3:12) minimum. Flat roofs may be permitted as secondary roofs or if the flat roof is consistent with the architectural style of the building. (ii) All buildings shall incorporate roofline modulation. (iii) Large expanses of bright, reflective materials are not permitted; however, standing seam metal, copper or weathering steel (corten) may be acceptable. From the street, the shed form seems harmonious with the lot and surrounding incline. Staff is sympathetic of the site constraints (even though they are self-imposed) and appreciates that the design efficiently accomplishes its intent. This home is proposed as mountain modern, which favors lower pitched roofs, unique structure shape, and large windows. A large surface at the low angle is not ideal for reflectivity and the shingled approach makes the proposal more palatable. PZC should carefully weigh if the application achieves the review criteria. AEC - RECOMMENDED MOTION: “I move to approve Case #AEC21001, an Alternative Equivalent Compliance application for the future Lot 61A, Block 4, Wildridge Subdivision together with the findings as recommended by Staff.” Findings: 1. The Application was reviewed pursuant to §7.16.120, Alternative Equivalent Compliance; 2. The proposed alternatives achieve the intent of §7.28.090(d)(3), Roofs, 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; and 5. The proposed alternative imposes no greater impacts on adjacent properties than would occur through compliance with the specific requirements of the Code. MJR - RECOMMENDED MOTION: “I move to approve Case #MJR21002, an application for Major Design and Development Plan for the future Lot 61A, Block 4 Wildridge Subdivision together with the findings of fact and condition outlined by Staff.” Findings: 1. The Application was reviewed pursuant to §7.16.080(f), Development Plan, §7.16.090(f), Design Review. The design meets the development and design 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 Page 7 of 7 6. The design relates the development to the character of the surrounding community. Condition: 1. ILCs are required to confirm building location. ATTACHMENTS: A. Application Materials B. PZC Narrative and AEC Application Responses LINKS: Comprehensive Plan Avon Development Code Thank you, David McWilliams 970-749-4023 cmcwilliams@avon.org TOWN OF AVON 3-1-21 RE: 5150 Longsun Lane, P and Z Narrative for both Lot 61A and 61B Town of Avon Planning Dept and board members The Wildridge Subdivision, lot 61at 5150 Longsun Lane has been approved to be split into 2 single family lots. The homes on these lots are proposed to be of a mountain modern style and are stepped into the site to have the drive on the west side at grade and the main level patio at grade level at the east side of the home. The shed roof forms work well with the design to shed the snow and rain away from the pedestrian and vehicle areas. We are proposing a lower sloped shed roof at a 3:12 pitched asphalt shingle roof. This will require an AEC for a pitch < 4:12 pitch for asphalt shingled roof. The roof are set up to receive great solar exposure and so the future owners can be easily add a system. The design creates 1 home on each of the 2 sites that have the developable rights limited by the approved plat by creating envelopes, limiting building height, footprint limitation, livable area limitation, added non-developable area and additional landscape units. The homes have a deck on the west side to take advantage of the westerly and southwesterly views. When it get to be windy or not hospitable on the front side of the home, the owners can retreat to a sheltered patio on the leeward side of the home. The designs have large overhangs to control the solar gain on the interior of the home in the summer, but allow light to penetrate in the home during the wintertime thru the large window expanses. We believe that these homes are beautiful and will be a welcomed addition to the Wildridge Subdivision. We look forward to presenting the project at the March 16th meeting. Thank You, Jeffrey P Manley AIA Martin Manley Architects PO Box 5668 Eagle Colorado 81631 970-328-5151. 970-328-1299 (direct) 970-688-0326 (Cell) Attachment A Exterior lighting Each home is proposed to have the exterior lighting achieves with the use of recessed can lighting so that the lighting conforms to darksky guidelines. Lighting locations are each home: · 2 lights within the soffit of the main level living room cantilever over the garage doors. · 3 lights at the entry alcove · 3 lights at the main level front (west deck) located within the soffit of the large roof overhang. · 3 lights at the main level rear (east deck) located within the soffit of the large roof overhang. Total fixture count= 11 fixtures Attachment A ZONING INFORMATION-Lot 61A Lot 61A Area = .304 acres = 13,242.24 s.f. Maximum Lot Coverage Allowed = 50% of Lot Area 13,242.24 s.f.= 6,621.12 s.f. Minimum Landscape Area Allowed = 25% of Lot Area 13,242.24 s.f.= 3,310.56 s.f. Platted Building Envelope = 3816 s.f. (allowed by plat) Bulding Height = 29'-7 1/2"(<32'-6" allowed by plat) REFER TO SHEE A1.0 Proposed Livable Area =3868.8 s.f. (includes 192.4 s.f. upper storage (<3,900 s.f. allowed by plat) Proposed Garage Area =736 s.f. total =4.604.8 s.f. Proposed Lot coverage by building/footprint =1,658.7 s.f. (allowed footprint of <1,800 s.f. by plat) Proposed Impervious area (Building ) 1,658.7 s.f. + 948.7 s.f. drive +130 s.f. front+262 s.f. rear terrace =2,999.4 s.f. Proposed Landscape area (Lot area= 13,242.24 s.f.)-(imperv. total 2,999.4 s.f.) = 10,242.84 s.f. Landscape area ( 77.35%) Platted no disturb area = 4,600 s.f. (per plat) Proposed Temp Irrigation only in ALL reveg. seeded areas. Temp irrigation to be removed after establiment of seeded areas. Approx. 3 growing seasons Setbacks: defined envelope Parking: 3 required, 2 inside garage and 1 outside = 3 spaces Snow Storage: 20% of 948.7 s.f. Drive area. = 190 s.f. (At least 6’in any dimension and not deeper than 12’) Exterior Lighting: Dark sky compliant, RECESSED CAN LIGHTING Roofing: 50-Year (TL) Asphalt shingle Elk-GAF , Prestique High Def, Charcoal Flashing, and Gutters: Paint lock aluminum Color: to match black Waterproof garage roof terrace and Entry patio saw cut concrete slab Drive:Asphalt drive Windows: Aluminum Clad windows and doors Color: iron ore Timbers, and fascia 1x6 and 2x8, Wood Fascia Trim Color: FLOOD 913 Ebony (200%) semi-transparent Typical Horizontal Siding: 1X8 ship lapped Wood Siding Rough sawn texture Color: Ben Moore aborcoat, semi opaque (darken) Oxford brown Typical Horizontal Siding: 1X8 ship lapped Wood Siding Rough sawn texture Color: Ben Moore aborcoat, semi opaque (lighter) Bison brown Metal siding (vertical) Black, corregated metal panels, Stone Veneer: greystone-Telluride stone co. drystack, Rectilinear stones, Horizontal/linear stack Same stone for wall caps 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject No.:DateREVISIONSNOT FOR CONSTRUCTION3/1/2021 9:12:59 AMA0.0COVER2103LONGSUN RESIDENCESP & Z REVIEW SET03-01-21HOUSE 1 Single Family Residences5150 Longsun Lane, Lot 61A (NORTH)Wildridge Subdivision, Avon CO 81620LONGSUN RESIDENCES P & Z REVIEW SET HOUSE 1 Single Family Residences 5150 Longsun Lane, Lot 61A (NORTH) Wildridge Subdivision, Avon CO 81620 03-01-21 Project Team Information Owner: LS 5150 LLC PO Box 2322 AVON, CO 81620 Location: 5150 LONGSUN LANE Lot 61 (north 61A) Wildridge Subdivision Parcel Number -1943-351-02-017 Architect:Martin Manley Architect Jeffrey P Manley AIA PO Box 1587 Eagle, CO 81631 970.328.5151 jeff@martinmanleyarchitects.com General Contractor: DW Dantas Construction LLC Dave Dantas PO Box 2322 Avon, CO 81620 970.376.6111 dave@dwdantas.com Parcel Number:1943-351-02-017 Location: 5150 Longsun Lane, Lot 61A, Block 4, Wildridge Subdivision Class of Work: New Construction Type of Construction: Type V-B Type of Occupancy: R3 Levels: 2-story + basement Fire Sprinklers: No Monitored alarm system: Yes Heating: Forced air Furnace:Min. 92% efficiency, GAS 2015 International Residential Code (IRC) including Appendix F & G 12" = 1'-0" ZONING SUMMARY No.DescriptionDateSOUTH RESIDENCENORTH RESIDENCE NORTH RESIDENCESOUTH RESIDENCE 12" = 1'-0" COLOR BOARD Attachment A UP DN DWWD Radon System Radon system is to comply with Appendix F of the 2015 IRC A sub-slab depressurization system (passive) is to be designed. The vent pipe shall be a minimum dia. of 3" and extend from the permeable layer under the lowest slab with a ' T ' fitting, through the conditioned space of the homes, and out the roof. The exhaust shall be located as a penetration through the roof and located on the non-street side. This exhaust vent shall be 2'-0" above the roof surface and 10'-0" away from any openings or the adjacent building/unit. An electrical box shall be installed in an accessible location along radon sytem vertical piping so possible future vent pipe in-line fans can be added. See sections on this sheet for vertical location of Radon system. See key floor plan on this sheet for location of piping routing for Radon System. Additional notes: N1102.2.1 (R402.2.1) Ceilings with attic spaces. When Secton N1102.1.1 R-38 shall be deemed to satisfy the requirement for R-49 wherever the full height of uncompressed R-38 insulation extends over the wall top plate at the eaves. N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where Secton N1102.1.1 would require insulation levels above R-30 and the design of the roof/ceiling assembly does not allow sufficient space for the required insulation, the minimum required insulation for such roof/ceiling assemblies shall be R-30. This reduction of insulation from the requirements of Secton N1102.1.1 shall be limited to 500 square feet (46 m2) or 20 percent of the total insulated ceiling area, whichever is less. N1102.2.3 (R402.2.3) Eave baffle. For air permeable insulations in vented attics, a baffle shall be installed adjacent to soffit and eave vents. Baffles shall maintain an opening equal or greater than the size of the vent. The baffle shall extend over the top of the attic insulation. The baffle shall be permitted to be any solid material. N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. Access shall be provided to all equipment that prevents damaging or compressing the insulation. A wood framed or equivalent baffle or retainer is required to be provided when loose fill insulation is installed, the purpose of which is to prevent the loose fill insulation from spilling into the living space when the attic access is opened, and to provide a permanent means of maintaining the installed R-value of the loose fill insulation. N1102.2.5 (R402.2.5) Mass walls. Mass walls for the purposes of this chapter shall be considered above-grade walls of concrete block, concrete, insulated concrete form (ICF), masonry cavity, brick (other than brick veneer), earth (adobe, compressed earth block, rammed earth) and solid timber/logs. N1102.2.7 (R402.2.7) Floors. Floor insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. N1102.2.8 (R402.2.8) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet (3048 mm) below grade or to the basement floor, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overhead is insulated in accordance with Sections N1102.1.1 and N1102.2.7. N1102.2.9 (R402.2.9) Slab-on-grade floors. Slab-on-grade floors with a floor surface less than 12 inches (305 mm) below grade shall be insulated in accordance with Table N1102.1.1. The insulation shall extend downward from the top of the slab on the outside or inside of the foundation wall. Insulation located below grade shall be extended the distance provided in Table N1102.1.1 by any combination of vertical insulation, insulation extending under the slab or insulation extending out from the building. Insulation extending away from the building shall be protected by pavement or by a minimum of 10 inches (254 mm) of soil. The top edge of the insulation installed between the exterior wall and the edge of the interior slab shall be permitted to be cut at a 45-degree (0.79 rad) angle away from the exterior wall. N1102.2.10 (R402.2.10) Crawl space walls. As an alternative to insulating floors over crawl spaces, crawl space walls shall be permitted to be insulated when the crawl space is not vented to the outside. Crawl space wall insulation shall be permanently fastened to the wall and extend downward from the floor to the finished grade level and then vertically and/or horizontally for at least an additional 24 inches (610 mm). Exposed earth in unvented crawl space foundations shall be covered with a continuous Class I vapor retarder in accordance with this code. All joints of the vapor retarder shall overlap by 6 inches (153 mm) and be sealed or taped. The edges of the vapor retarder shall extend at least 6 inches (153 mm) up the stem wall and shall be attached to the stem wall. N1102.2.11 (R402.2.11) Masonry veneer. Insulation shall not be required on the horizontal portion of the foundation that supports a masonry veneer. A section below thru the home shows the locations of all insulation/thermal envelope. On these sections, is shown the location of vapor barrier/vapor retarder. Eagle County lies in climate zone 6B. This is a prescriptive method for insulation and code compliance to energy efficient systems #1 Insulation values: show the chart that has the climate zone 6B. Fenestration U-Factor=.32 with a resolution 3.11 C revising the U-factor to .30 in Eagle Co. and .30 in Town of Vail Skylight U-Factor =.55 Ceiling R-Value = R49 Wood Framed Wall R-Value 20+5 or 13+10 (20 in the wall cavity and 5 continuous) Town of Vail, Avon, and Eagle have not adopted the R-5 continuous insulation requirement. Floor R-Value = R30 (or insulation to fill the framing cavity, r-19 min) Basement Wall R-Value =15/19 (R15 on the exterior or interior continuous OR R19 in the wall cavity) The r-19 shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous on the interior OR exterior of the foundation wall Slab R-Value =R10 for 4 feet from the edge of the slab measured horizontally or vertically For heated slabs, R-5 insulation shall be added to the slab edge Crawlspace wall R-Value = 15/19, which means R15 on the interior or exterior of the home or R-13 cavity insulation on the interior of the basement wall plus R-5 continuous on the interior OR exterior of the foundation wall #2 Fenestration and SHGCs (SHGCs are not required in this climate zone of 6) Fenestration U-Factor=.32 with a resolution 3.11 C revising the U-factor to .30 #3 Area weighted U-factor Calculations If some windows do not meet the U-factor .30 then an average of window areas can be calculated. #4 Mechanical system design criteria. 1. Minimum winter design temp of -20 degrees F. (resolution to section R303.9) 2. Heat loss calculations are required for all dwelling units (resolution to section R303.9) (Heat calcs, zones and layouts are due with the mech. permit application) 3. Minimum efficiency of main heat source is to be 92% 4. A whole house mechanical ventilation system (R303.4) is to be designed where the air infiltration rate of a dwelling unit is 5 air changes per hour or less where tested with a blower door at a pressure of 0.2 inch w.c (50 Pa) in accordance with Section N1102.4.1.2, the dwelling unit shall be provided with whole-house mechanical ventilation in accordance with Section M1507.3. 5. N1102.4.1.2 (R402.4.1.2) Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 3 air changes per hour in Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the building official,testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the building official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. #5 Mechanical and service water heating system and equipment types, sizes and efficiencies. Note and locate water heater or side arm off boiler. Label efficiency of water heater and whether gas or electric is shown on plan set. #6 Equipment and system controls. Label location of thermostats and heating zones on key plans. Provide at least on programmable thermostat Initially programmed set point of heating no higher than 70 degrees and cooling no lower than 78 degrees #7 Duct sealing, duct insulation, and pipe insulation and locations. 1. Show locations of ductwork in area not in the heated envelope (shown on drawings for mech. permit) 2. All ducts to be sealed in accordance with the International Mechanical Code (M1601.4.1) 3. Ducts outside building envelope to be insulated with R-8, all other ducts with R-6 4. Building framing cavities shall not be used as supply ducts 5. Duct tightness test (section 403.2.2) Duct tightness test is not required if air handler and ducts are ALL located within conditioned space Duct tightness shall be verified by a) Post construction test Leakage to outdoors:<8 cfm/per 100 s.f. pf conditioned floor area or Total leakage:<12 cfm/ pre 100 b) Rough-in test Total leakage <6 cfm/per 100 s.f. of conditioned floor area test at a pressure differential of .1 in w.g. (25 Pa) across rough-in system #8 Air sealing details: General note: All exterior joints are to be caulked, gasketed, weather stripped, or otherwise sealed. Floor plates and sheathing joints are to be sealed. Refer to chart for locations and methods. FROM JOHN MANSFIELD WEB SITE WALL INSULATION: ALTERNATE EXTERIOR WALL 2" SPRAY FOAM =R-13 3.5" BIBS =R-15 TOTAL WALL CAVITY INSULATION =R-28 (R-25 MIN) TYPICAL FOUNDATION WALL AT LIVING SPACE 5.5" BLOWN-IN BATT (R-4.23 PER INCH). =R-23.27 OR 3.5" BLOWN-IN BATT (4.23 PER INCH). =R=14.81 2" DRAIN AND DRY ON EXT. OF FDN WALL =R-10.00 TOTAL WALL R-VALUE =R-33.27 OR 24.18 (R-19 MIN) TYPICAL SLAB EDGE/FROST WALL FOUNDATION WALL 2" DRAIN AND DRY ON EXT. OF FDN WALL = =R-10.00 (R-10 MIN) UNDER SLAB INSULATION: 2" RIGID INSULATION =R-10.00 (R-10 MIN) CANTILEVERED FLOOR INSULATION: 11 7/8" BLOWN-IN BATT (R-4.23 PER INCH)=R-50.23 (R-30 MIN) ROOF INSULATION: 14" OF BLOWN-IN BATT IN RAFTER SPACE =R-59.17 (R-49 MIN) (R-4.23 PER INCH) INSULATION IS TO BE HELD TIGHT TO THE ROOF SHEATING EVEN IN AREAS WITH DROPPED CEILINGS, CREATING TEMPERED ATTIC IN VOIDS WINDOWS: FIXED =U-0.32 OPERABLE (AWNING AND CASEMENT)=U-0.32 PATIO DOOR AND SLIDING DOOR UNITS =U-0.32 INSULATION SUBCONTRACTOR MUST VERIFY THAT THE R-VALUES/U-VALUES OF PROPRIETARY PRODUCTS MEET OR EXCEEDS THE VALUES LISTED ABOVE AND THAT INSTALLATION PERFORMED IS PER MANUFACTURER'S SPECIFICATION. ALL WALL INSULATION SHALL COMPLETELY FILL STUD SPACES AND HAVE PROPER AIR-BARRIER SHEATHING ON BOTH SIDES OF THE STUD SPACES. INTERIOR WALLS ARE TO RECEIVE UNFACED SOUND ATTENUATION BATTS FOR ALL WALLS THAT DIVIDE HABITABLE ROOM (EXAMPLE:BEDROOM TO CLOSET WALL DOES NOT NEED SOUND INSULATION BEDROOM TO HALLWAY OR BEDROOM TO BEDROOM DOES) 2X6 = R-19 2X4 = R-13 DESIGN INSULATION VALUE SUMMARY 5/8" TYPE "X" GYPSUM WALL BOARD ON VAPOR RETARDER 5/8" TYPE "X" GYPSUM WALL BOARD ON VAPOR RETARDER 1X8 SHIP-LAPPED SIDING HORIZONTAL OR 1X6 T&G (SQUARE EDGES) VERTICAL REFER TO EXTERIOR ELEVATIONS FOR TYPE OF EXTERIOR CLADDING 2" NOMINAL THIN STONE VENEER ON DRAINAGE PLAIN SYSTEM WITH WEEPS AT BOTTOM OF THE WALL TYPICAL WOOD SIDING CLAD WALL TYPE TYPICAL WALL TYPE WITH STONE VENEER WALL SHEATHING WITH THERMAL AND AIR INFILTRATION BARRIER ON EXTERIOR FACE WALL SHEATHING WITH THERMAL AND AIR INFILTRATION BARRIER ON EXTERIOR FACE R-15 BLOWN-IN BATT INSULATION TO FILL REMAINDER OF 2X6 STUD WALL CAVITY. R-13 SRRAY 2" OF FOAM INSULATION ON INTERIOR FACE OF EXTERIOR WALL SHEATHING TOTAL R-VAULE OF WALL = R-28 R-15 BLOWN-IN BATT INSULATION TO FILL REMAINDER OF 2X6 STUD WALL CAVITY. R-13 SRRAY 2" OF FOAM INSULATION ON INTERIOR FACE OF EXTERIOR WALL SHEATHING TOTAL R-VAULE OF WALL = R-28 922.7 SF Lower Level Area 736 SF Garage 1808.9 SF Main Level Area 752.5 SF Upper Level Area 192.4 SF Area 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDateREVISIONSNOT FOR CONSTRUCTION3/1/2021 9:13:00 AMA0.2ECO SHEET2103LONGSUN RESIDENCESP & Z REVIEW SET03-01-21HOUSE 1 Single Family Residences5150 Longsun Lane, Lot 61A (NORTH)Wildridge Subdivision, Avon CO 8162012" = 1'-0" ECO SHEET NOTES 12" = 1'-0" DESIGN INSULATION VALUES 1" = 1'-0"3 ALTERNATE EXTERIOR WALL DETAILS WITHOUT CONTINUOUS INSULATION -2" SPRAY AND 3 1/2" BATT 1/8" = 1'-0"1 A1.0 LOWER LEVEL 1/8" = 1'-0"4 A2.0 MAIN LEVEL 1/8" = 1'-0"5 A3.0 UPPER LEVEL Area Schedule (Gross Building) Name Area Area 192.4 SF Lower Level Area 922.7 SF Main Level Area 1808.9 SF Upper Level Area 752.5 SF Grand total: 4 3676.4 SF Area Schedule (Gross garage) Name Area Garage 736 SF Grand total: 1 736 SF ALTERNATE INSULATION METHOD No.DescriptionDateAttachment A 8515.13 8515.50 8515.61 8515.83 8516.43 8516.99 0.6505 ACRES 5150 LONGSUN LANE ELECTRIC MANHOLE SEWER MANHOLE RIM ELEVATION = 8515.40' INVERT ELEVATION = 8508.20' SEWER MANHOLE CATV PEDESTAL INDICATES AN EVERGREEN TREE INDICATES A DECIDUOUS TREE EDGE OF ASPHALT ROADWAY 18" CMP INVERT IN = 8512.94' LOT 61 LOT 60 LOT 69 LONGSUN LANE (50' R.O.W.)LOT 66 BUILDING SETBACK FOUND REBAR WITH A PLASTIC CAP FOUND REBAR WITH A 1 1_ 2" ALUMINUM CAP (ELEVATION = 8514.08') UTILITY & DRAINAGE EASEMENT SLOPE MAINTENANCE, DRAINAGE AND SNOW STORAGE EASEMENT UTILITY & DRAINAGE EASEMENT UTILITY & DRAINAGE EASEMENT N 7 9 °4 3 '0 1 " E - 1 6 8 .5 8 'S 29°48'30" E - 153.85' S 7 9 °2 0 '0 1 " W - 2 2 0 .0 0 'N 10°17'00" W - 146.47'85168516851885208522852485268528853085328534853685388540854285448546854885148516851685188520852285248526852885308532853485368538854085428544854685208522852485268528853085328534853685388540854285188516'-4" +4 % F O R T H E F I R S T 2 0 ' 6 .4 % S L O P E 8518'-0" + 8517'-6" + 8517'-4" + 4 % F O R T H E F I R S T 2 0 ' 8516'-7" + 8518'-0" + 8519'-0" + 8520'-0" +8534853885368532853085288 5 2 6 852 4 852285208 5 1 8 85168516851485388536853285308 5 2 88526 85387 % S L O P E 5 .2 % S L O P E 5 % S L O P E 8 5 2 8852285248520852485228521 8513'-6" +8 5 2 6 8 5 2 4 8522'-6"+ 852 4 85348513'-2" +8514'-6" +8514'-4" +8516852085228523'-0"+8528'-9"8528'-6"8 5 2 8 8528'-6"8530'-0"8529'-0"8 5 3 0 8528'-6"85 28 '-6"7'-6"10'-0"7'-6"1 0 '-0 "10'-0"2 5 '-0 "10'-0"S S E TV DWWD DWWD WNATURAL :8524'-0 RIDGE ELEV: RIDGE HT:28'-11 7/8" 8539' - 5 5/16" NATURAL :8520'-1 NEW GRADE : 8518'-6" RIDGE ELEV: RIDGE HT:29'-7 1/2" 8547' - 6 3/16" NATURAL : 8522'-6" NEW GRADE : 8520'-0" RIDGE ELEV: RIDGE HT : 27'-6 3/16" 8554' - 2 7/8" NATURAL :8524'-0" RIDGE ELEV: RIDGE HT: 30'-2 7/8 "PROPOSED LOT 61A13,251.2 S.F.WI TH 4600 S.F. = NON DEVELOPABLE ZONE(34.7% OF SI TE)PROPOSED LOT 61B15,084.58 S.F.WI TH 5270 S.F. = NON DEVELOPABLE ZONE(34.9% OF SI TE) 8552' - 11 7/8" 8548' - 2 1/2" NATURAL :8531'-10 NEW GRADE : 8528'-6" RIDGE ELEV: RIDGE HT:24'-5 7/8" 8552' - 11 7/8" NATURAL : 8529'-0" NEW GRADE : 8529'-6" RIDGE ELEV: RIDGE HT : 25'-2 7/8" 8554' - 2 7/8" 8530' - 1 3/4"3:123:123:123:123:123 :1 2 3 :1 2 3:123:123:123:12BUILDING ENVELOPE BUILDING ENVELOPE 1 6 ' - 0 " 1 6 ' - 0 1 1 /1 6 " 1 8 ' - 6 1 1 /1 6 "LIMITS OF DISURBANCE FENCINGLIMITS OF DISURBANCE FENCINGLIMITS OF DISURBANCE FENCING ON PROPERTY LINELIMITS OF DISURBANCE FENCING ON PROPERTY LINEPROVIDE SILT FENCING AT LOW SIDE OF FENCE TO CONTROL DEBRIS IN DITCH5 0 S .F . S N O W S T O R A G E 1 5 0 S .F . S N O W S T O R A G E 5 0 S .F . S N O W S T O R A G E 1 5 0 S .F . S N O W S T O R A G E 3 5 '-6 " T O E N V E L O P E ZONING INFORMATION-Lot 61A Lot 61A Area = .304 acres = 13,242.24 s.f. Maximum Lot Coverage Allowed = 50% of Lot Area 13,242.24 s.f.= 6,621.12 s.f. Minimum Landscape Area Allowed = 25% of Lot Area 13,242.24 s.f.= 3,310.56 s.f. Platted Building Envelope = 3816 s.f. (allowed by plat) Bulding Height = 29'-7 1/2"(<32'-6" allowed by plat) REFER TO SHEE A1.0 Proposed Livable Area =3868.8 s.f. (includes 192.4 s.f. upper storage (<3,900 s.f. allowed by plat) Proposed Garage Area =736 s.f. total =4.604.8 s.f. Proposed Lot coverage by building/footprint =1,658.7 s.f. (allowed footprint of <1,800 s.f. by plat) Proposed Impervious area (Building ) 1,658.7 s.f. + 948.7 s.f. drive +130 s.f. front+262 s.f. rear terrace =2,999.4 s.f. Proposed Landscape area (Lot area= 13,242.24 s.f.)-(imperv. total 2,999.4 s.f.) = 10,242.84 s.f. Landscape area ( 77.35%) Platted no disturb area = 4,600 s.f. (per plat) Proposed Temp Irrigation only in reveg. seeded areas. Temp irrigation to be removed after establiment of seeded areas. Setbacks: defined envelope Parking: 3 required, 2 inside garage and 1 outside = 3 spaces Snow Storage: 20% of 948.7 s.f. Drive area. = 190 s.f. (At least 6’in any dimension and not deeper than 12’) ZONING INFORMATION-Lot 61B Lot 61A Area = .3465 acres = 15,093.54 s.f. Maximum Lot Coverage Allowed = 50% of Lot Area 15,093.54 s.f.= 7,546.77 s.f. Minimum Landscape Area Allowed = 25% of Lot Area 15,093.54 s.f.= 3,773.39 s.f. Platted Building Envelope = 3818 s.f. (allowed by plat) Bulding Height =30'-2 7/8" (<32'-6" allowed by plat) REFER TO SHEE A1.0 Proposed Livable Area =3868.8 s.f. (<3,300 s.f. allowed by plat) Proposed Garage Area =736 s.f. total =4.604.8 s.f. Proposed Lot coverage by building/footprint =1,546.2 s.f. (allowed footprint of <1,650 s.f. by plat) Proposed Impervious area (Building ) 1,546.2 s.f. + 1,107 s.f. drive +130 s.f. front+280 s.f. rear terrace =1,956.2 s.f. Proposed Landscape area (Lot area= 15,093.54 s.f.)-(imperv. total 1,956.2 s.f.) = 13,137.34 s.f. Landscape area ( 87.0%) Platted no disturb area = 5,270 s.f. (per plat) Proposed Temp Irrigation only in reveg. seeded areas. Setbacks: defined envelope Parking: 3 required, 2 inside garage and 1 outside = 3 spaces Snow Storage: 20% of 1,107s.f. Drive area. = 204 s.f. (At least 6’in any dimension and not deeper than 12’)970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDateREVISIONS3/10/2021 9:49:37 AMA1.0SITE PLAN TRUE NORTH2103LONGSUN RESIDENCESPLANNING AND ZONING REVIEW SET03-01-21SHARED SITE INFORMATION5150 LONGSUN LANE, LOT 61AVON COLORADONo.DescriptionDate1" = 10'-0"1 SITE PLAN True North Lot sizes: 61A = .3040 acres X43,560 = 13,242.24 s.f. 61B= .3465 acres X43,560 = 15.-93.54 s.f. Plat note 10: A. Enhanced landscaping: a. non developable area is designated as: • 61A=4,600 S.F. • 61B= 5,270 S.F. b. Additional landscaping units. • 61A is to provide 16 landscape units greater than minimum (example:16 units= (4) 1.5”-2.5”caliber/clump trees) • 61B is to provide 16 landscape units greater than minimum (example:16 units= (4) 1.5”-2.5”caliber/clump trees) B. Building setbacks are defined by building envelope.Side yard width from property line to envelope = 10’-0”(20’-0”between envelopes) C. Defined Building Envelopes 61A (north) 53.0’X72.0’= 3,816 s.f. and 61B (south) = 52.75’X 72.0’”=3,798 s.f. The building footprint, decks, roof overhangs, architectural projections, and on-grade terraces will be kept within the building envelopes. A. Building height restriction is to be 32.5’(2.5’LESS THAN code allowed) B. Designated architectural massing will be limited to a total footprint and total square footage of: a. 61A = footprint limit of 1,800 s.f. and total building habitable s.f. limit of 3,900 s.f. b. 61B = footprint limit of 1,650 s.f. and total building habitable s.f. limit of 3,300 s.f. 12" = 1'-0" ZONING SUMMARY Attachment A 8515.138515.508515.618515.838516.438516.990.6505 ACRES5150 LONGSUN LANEELECTRIC MANHOLESEWER MANHOLERIM ELEVATION = 8515.40'INVERT ELEVATION = 8508.20'CATV PEDESTALINDICATES ANEVERGREEN TREEINDICATES ADECIDUOUS TREEELECTRICTRANSFORMEREDGE OF ASPHALTROADWAY18" CMPINVERT IN = 8512.94'LOT 61LOT 60LOT 62LONGSUN LANE (50' R.O.W.)LOT 66BUILDINGSETBACKFOUND REBAR WITH A PLASTIC CAPP.L.S. No. 26626(ELEVATION = 8517.29')FOUND REBAR WITH A 11_2"ALUMINUM CAP(ELEVATION = 8514.08')SLOPE MAINTENANCE, DRAINAGEAND SNOW STORAGE EASEMENTUTILITY & DRAINAGEEASEMENTUTILITY & DRAINAGEEASEMENTN 79°43'01" E - 168.58'S 79°20'01" W - 220.00'N 10°17'00" W - 146.47'8516851685188520852285248526852885308532853485368538854085428 5 4 485468548 85148 5 1 6 851685188520852285248526852885308532853485368538854085428 5 4 4 8546852085228524852685288530853285348536853885408542851685188519'-0"85 20 '-6 "8522'-0"8523'-6"8516'-4" +4% FOR THE FIRST 20'6.4% SLOPE8518'-0" +8517'-6" +8518'-6" +8517'-4" +4% FOR THE FIRST 20'8516'-7" +8518'-0" +8519'-0" +8520'-0" +8534853885368532853085288526852485228520851885168516851485388536853285308 5 2 8 8526853885307% SLOPE5.2% SLOPE8518'-0" +5% SLOPE85288522852485208524852285218513'-6" +8 5 2 6 8 5 2 4 8522'-6"+852485348513'-2" +8514'-6" +8514'-4" +85168520 8 5 2 2 8523'-0"+8528'-9" 8528'-6"85288528'-6"85 30 '-0" 85 29 '-0" 8 5 3 0 8528'-6"8528'-6"7'-6"10'-0"7'-6"10'-0"10'-0"25'-0"10'-0"SSETVDWWD DWWD True North Project North 8519' - 0" 8515' - 2"8517' - 0"42' - 6"8520' - 6" 8520' - 0" 8530' - 7 3/4" 8529' - 1 3/4" 8518' - 6" BUILDING ENVELOPE BUILDING ENVELOPE BUILDING ENVELOPE VIEW PATH TO SAWATCH EXISTING FRONT YARD SETBACK P R O P O S E D L O T 6 1 A .3 0 4 0 a cr e s = 1 3 ,2 4 2 .2 4 S .F .W I T H 4 6 0 0 S .F . = N O N D I S T U R B Z O N E (3 4 .7 % O F S I T E ) P R O P O S E D L O T 6 1 B .3 4 6 5 a c r e s = 1 5 ,0 8 4 .5 8 S .F .W I T H 5 2 7 0 S .F . = N O N D I S T U R B Z O N E (3 4 .9 % O F S I T E ) 1' - 9 1/2"49' - 0" T.O. WALL B.O. WALL 8532'-0" 8528'-0" 4'-0" T.O. WALL B.O. WALL 8534'-0" 8530'-0" 4'-0" T.O. WALL B.O. WALL 8534'-0" 8534'-0" 2'-0" T.O. WALL B.O. WALL 8526'-0" 8522'-0" 4'-0" T.O. WALL B.O. WALL 8526'-0" 8523'-0" 3'-0" T.O. WALL B.O. WALL 8526'-0" 8522'-0" 4'-0" T.O. WALL B.O. WALL 8524'-0" 8522'-0" 4'-0" B.O. WALL 8534'-0" 8530'-0" 4'-0" T.O. WALL LIMITS OF DISURBANCE FENCING LIMITS OF DISURBANCE FENCING LIMITS OF DISURBANCE FENCING ON PROPERTY LINE LIMITS OF DISURBANCE FENCING ON PROPERTY LINE PROVIDE SILT FENCING AT LOW SIDE OF FENCE TO CONTROL DEBRIS IN DITCH 50 S.F. SNOW STORAGE150 S.F. SNOW STORAGE50 S.F. SNOW STORAGE150 S.F. SNOW STORAGEDRAINAGE EASEMENT 7' - 6"7' - 6" 10'-0" to envelope 10'-0" to envelope S IG H T L IN E --- D R IV E R T O D R IV E R 2 0 0 ' - 0 "BETWEEN DRIVES 71' - 3" BETWEEN DRIVES 131' - 4 3/4"0"7 1 ' - 4 7 /1 6 "970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDateREVISIONS3/10/2021 9:49:38 AMA1.1SITE PLAN2103LONGSUN RESIDENCESPLANNING AND ZONING REVIEW SET03-01-21SHARED SITE INFORMATION5150 LONGSUN LANE, LOT 61AVON COLORADONo.DescriptionDate1" = 10'-0"1 0 SITE PLAN 1" = 40'-0"2 AERIAL Attachment A 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDateREVISIONS2/25/2021 8:32:48 PMA1.1.1PHOTOS PF VIEWS2103LONGSUN RESIDENCESP & Z REVIEW SET03-01-21LOT SPLIT5150 LONGSUN LANE, LOT 61AVON COLORADONo.DescriptionDateSTANDING ON THE ROAD LOOKING EAST AROUND THE SITE STANDING ON SITE, LOOKING WEST STANDING AT LIVING ROOM OF NORTH HOME LOOKING SOUTH AT THE SAWATCH RANGE Attachment A 8515.138515.508515.618515.838516.438516.990.6505 ACRES5150 LONGSUN LANESEWER MANHOLECATV PEDESTALELECTRICTRANSFORMERLOT 61LOT 69LOT 66BUILDINGSETBACKUTILITY & DRAINAGEEASEMENTUTILITY & DRAINAGEEASEMENTUTILITY & DRAINAGEEASEMENTN 79°43'01" E - 168.58'S 2 9 °4 8 '3 0 " E - 1 5 3 .8 5 'S 79°20'01" W - 220.00'N 10°17'00" W - 146.47'8516851685188520852285248526852885308532853485368538854085428 5 4 485468548 85148 5 1 6 8516851885208522852885308532853485368538854085428 5 4 4 8546852085228524852685288530853285348536853885408542851685188519'-0"85 20 '-6 "8522'-0"8523'-6"8516'-4" +4% FOR THE FIRST 20'6.4% SLOPE8518'-0" +8517'-6" +8518'-6" +8517'-4" +4% FOR THE FIRST 20'8516'-7" +8518'-0" +8519'-0" +8520'-0" +8534853885368532853085288526852485228520851885168516851485388536853285308 5 2 8 8526853885307% SLOPE5.2% SLOPE8518'-0" +5% SLOPE85288522852485208524852285218513'-6" +8 5 2 6 8 5 2 4 8522'-6"+852485348513'-2" +8514'-6" +8514'-4" +85168520 8 5 2 2 8523'-0"+8528 '-9" 8528'-6"85288528'-6"85 30 '-0" 8529'-0" 8 5 3 0 8528'-6"8528'-6"7'-6"10'-0"7'-6"10'-0"10'-0"25'-0"10'-0"SSETVDWWD DWWD True North Project North 8519' - 0" 8515' - 2"8517' - 0"42' - 6"8520' - 6" 8520' - 0" 8530' - 7 3/4" 8529' - 1 3/4" 25' - 5 5/8" 14' - 0" 14' - 0" 8518' - 6" BUILDING ENVELOPE BUILDING ENVELOPE VIEW PATH TO SAWATCH EXISTING FRONT YARD SETBACK P R O P O S E D L O T 6 1 A 1 3 ,2 4 2 .2 4 S .F .W I T H 4 6 0 0 S .F . = N O N D I S T U R B Z O N E (3 4 .7 % O F S I T E ) P R O P O S E D L O T 6 1 B 1 5 ,0 9 3 .5 4 S .F .W I T H 5 2 7 0 S .F . = N O N D I S T U R B Z O N E (3 4 .9 % O F S I T E ) Q AQ A Q A Q A Q A Q A Q AQ A Q A Q AQ AQ AQA Q A Q A Q AQ A Q AQ AQ A Q AQ ALLLLC E LLLLLLC E C E C E C E C E C ELLLL LLS P S PSP S P S P S P Q AQ AQ AS P S P S P S PSP S P LLLLLLLLLLFC FCQAFC CS S P S P C E C E C E C E C E C E C E C E C E C E C E C E C E C E C E C E LLLLLLC E C ECECE C E C E C E C E C E DRAINAGE EASEMENT 7' - 6"7' - 6" QA Deciduous Trees Count QUAKING ASPEN (POPULUS TREMULOIDES) 1.5" to 2.5" CAL.(7) 2.5" to 4" CAL. (4) . Size 11 12 Symbol Name Deciduous Shrubs LL DWARF KOREAN LILAC (SYRINGA MEYERI 'PALABIN') OR Fendler ceanothus, mountain-lilac #5.10 27 CE #5 12COTONEASTER DAMMERI CORAL BEAUTY (COTONEASTER DAMMERI) GC Perennial Ground covers 1085 square feet of cover. CS Conifer Trees 6'-8' tall 0 0 Colorado Spruce (Picea pungens) Mulched Areas SHREDDED BARK MULCHED AREA -AROUND TREES AND SHRUBS NOT COVERED BY GROUND COVER Natural Grass Areas (reveg) MIX OF GRASSES AND FESCUE SEED. ARKANSAS VALLEY SEED COMPANY, NATIVE LOW GROW MOUNTAIN MIX.SPRAY APPLIED WITH A FERTILIZER AND SEED MIX. MULCH NG Spray Irrigation to be added in areas that will become mowed lawn, temp drip irrigation in all other areas. non sod area will become more natural looking. Some sod may be added if a lawn area is desired. (Sod not to exceed 1000 s.f.) GROUND COVER NATURAL GRASS AREA IRRIGATION NOTE: 1 ALL RESEEDED AREAS ARE TO TEMPORARY DRIP IRRIGATION (4800 S.F.) 2 THE GROUND COVER AND PLANTING BEDS ARE TO RECIEVE PERMANENT MICRO SPRAY AND DRIP IRRIGATION TOTAL OF PERMANENT DRIP AND PLANTING BED MICRO SPRAY IRRIGATION AREA 12 TREES AR 50 S.F./TREE + OF 1,085 S.F. PLANTING BEDS =1685 (<80% of total L area) SNOW IN SUMMER, STONECROP, CREEPING PHLOX, NATIVE LOW -GROW GRASSES, ROCKY MTN. FESCUE 500 square feet of cover. Q A CS LLS P C E #5SP 5SPIREA, ANTHONY WATERER (Spiraea japonica ‘Anthony Waterer’) 4800 square feet of cover. FC FRUITLESS FLOWERING CRABAPPLE (Malus 'Spring Snow' ) (15' TALL MATURE HT) 2" CAL.1 FC Landscape and Irrigation table AREA MATRIX: ZONING INFORMATION-Lot 61A Lot 61A Area = .304 acres = 13,242.24 s.f. Maximum Lot Coverage Allowed = 50% of Lot Area 13,242.24 s.f.= 6,621.12 s.f. Minimum Landscape Area Allowed = 25% of Lot Area 13,242.24 s.f.= 3,310.56 s.f. Platted Building Envelope = 3816 s.f. (allowed by plat) Bulding Height = ____(<32'-6" allowed by plat) Proposed Livable Area =3868.8 s.f. (includes 192.4 s.f. upper storage (<3,900 s.f. allowed by plat) Proposed Garage Area =736 s.f. total =4.604.8 s.f. Proposed Lot coverage by building/footprint =1,658.7 s.f. (allowed footprint of <1,800 s.f. by plat) Proposed Impervious area (Building ) 1,658.7 s.f. + 948.7 s.f. drive +130 s.f. front+262 s.f. rear terrace =2,999.4 s.f. Proposed Landscape area (Lot area= 13,242.24 s.f.)-(imperv. total 2,999.4 s.f.) = 10,242.84 s.f. Landscape area ( 77.35%) Platted no disturb area = 4,600 s.f. (per plat) Proposed Temp Irrigation only in reveg. seeded areas. Temp irrigation to be removed after establiment of seeded areas. Landscape Units = 10,242.84 s.f. (lanscape area) -4,600 s.f. of undeveloped area=5,642.84 / 50 s.f. per unit =113 units 25% Landscape Units to be provided be trees = 25% of 113 units =28.25 units by trees Plat has an additional 16 landscape units to be added to total (113 units+16 units = 129 units) Landscape Material (trees)New Existing retained Units Deciduous 1.5" -2.5" caliper/clump = 4 units per tree X 6=24 4 units per tree X 0 =0 24 units (2 trees not counted) Deciduous 2.5" -4" caliper/clump = 7 units per tree X 4=28 9 units per tree X 0 =0 28 units Evergreen 6'-8' high = 6 units per tree X 1 =0 11 units per tree X 0=0 0 units Landscape Material (shrubs)New Existing retained Units Shrubs, 5 gallon = 1 unit per shrub X 27 =27 1.2 units per shrub X 0 =0 27 units Perennial Ground covers Units 1 unit per 400 s.f. 1085 s.f. proposed / 400 s.f.=1 units 2.7 units Hardscape Material Units Awarded calculation Units Shredded Bark (mulch at planting beds around trees)1/500 s.f. 500 s.f. planting bed area/500 =1 1 Units subtotal 82.7 units Retained Existing Vegetation Mass Bonus Landscape Units Awarded 300+ square feet of native Vegetation 10% Proposed Undevelopable Area = 4,600 s.f.< 300 s.f. Bonus to be applied 10 % of 82.7 units = 8.27 8.27 units subtotal 90.97 units Drip Irrigation Bonus Landscape Units Awarded 80% or more of total landscaped area on temporary irrigation 50% 10,242.84 s.f. Landscape area (PERM IRRIGATION= 1685 s.f. is <80%) 50 % of 90.97 units = 45.5 Bonus to be applied 45.5 units Total Landscape Units Proposed (129 required)136.5 units NOTE: 2 TREES WITHIN UTILITYOR DRAINAGE EASEMENTS ARE NOT COUNTED IN UNIT TOTAL QA Deciduous Trees Count QUAKING ASPEN (POPULUS TREMULOIDES) 1.5" to 2.5" CAL.(7) 2.5" to 4" CAL. (4) Size 11 13 Symbol Name Deciduous Shrubs LL DWARF KOREAN LILAC (SYRINGA MEYERI 'PALABIN') OR Fendler ceanothus, mountain-lilac #5.6 35 CE #5 20COTONEASTER DAMMERI CORAL BEAUTY (COTONEASTER DAMMERI) GC Perennial Ground covers 800 square feet of cover. CS Conifer Trees 6'-8' tall 1 1 Colorado Spruce (Picea pungens) Mulched Areas SHREDDED BARK MULCHED AREA -AROUND TREES AND SHRUBS NOT COVERED BY GROUND COVER Natural Grass Areas (reveg) MULCH NG GROUND COVER NATURAL GRASS AREA SNOW IN SUMMER, STONECROP, CREEPING PHLOX, NATIVE LOW-GROW GRASSES, ROCKY MTN. FESCUE 1000 square feet of cover. Q A CS LLS P C E #5SP 9SPIREA, ANTHONY WATERER (Spiraea japonica ‘Anthony Waterer’) 5600 square feet of cover. FC FRUITLESS FLOWERING CRABAPPLE (Malus 'Spring Snow' ) (15' TALL MATURE HT) 2" CAL.2 FC Landscape and Irrigation table AREA MATRIX: ZONING INFORMATION-Lot 61B Lot 61A Area = .3465 acres = 15,093.54 s.f. Maximum Lot Coverage Allowed = 50% of Lot Area 15,093.54 s.f.= 7,546.77 s.f. Minimum Landscape Area Allowed = 25% of Lot Area 15,093.54 s.f.= 3,773.39 s.f. Platted Building Envelope = 3818 s.f. (allowed by plat) Bulding Height = ____(<32'-6" allowed by plat) Proposed Livable Area =3868.8 s.f. (<3,300 s.f. allowed by plat) Proposed Garage Area =736 s.f. total =4.604.8 s.f. Proposed Lot coverage by building/footprint =1,546.2 s.f. (allowed footprint of <1,650 s.f. by plat) Proposed Impervious area (Building ) 1,546.2 s.f. + 1,107 s.f. drive +130 s.f. front+280 s.f. rear terrace =1,956.2 s.f. Proposed Landscape area (Lot area= 15,093.54 s.f.)-(imperv. total 1,956.2 s.f.) = 13,137.34 s.f. Landscape area ( 87.0%) Platted no disturb area = 5,270 s.f. (per plat) Proposed Temp Irrigation only in reveg. seeded areas. Temp irrigation to be removed after establiment of seeded areas. Landscape Units = 13,137.34 s.f. (lanscape area) -5,270 s.f. of undeveloped area=7,867.34 / 50 s.f. per unit =158 units 25% Landscape Units to be provided be trees = 25% of 158 units =39.34 units by trees Plat has an additional 16 landscape units to be added to total (158 units+16 units = 174 units) Landscape Material (trees)New Existing retained Units Deciduous 1.5" -2.5" caliper/clump = 4 units per tree X 9=36 4 units per tree X 0 =0 36 units Deciduous 2.5" -4" caliper/clump = 7 units per tree X 4=28 9 units per tree X 0 =0 28 units Evergreen 6'-8' high =6 units per tree X 1 =6 11 units per tree X 1=11 16 units Landscape Material (shrubs)New Existing retained Units Shrubs, 5 gallon = 1 unit per shrub X 35 =35 1.2 units per shrub X 0 =0 35 units Perennial Ground covers Units 1 unit per 400 s.f. 800 s.f. proposed / 400 s.f.=2 units 2 units Hardscape Material Units Awarded calculation Units Shredded Bark (mulch at planting beds around trees)1/500 s.f. 500 s.f. planting bed area/500 =1 1 Units subtotal 118 units Retained Existing Vegetation Mass Bonus Landscape Units Awarded 300+ square feet of native Vegetation 10% Proposed Undevelopable Area = 5,270 s.f.< 300 s.f. Bonus to be applied 10 % of 118 units = 11.8 11.8 units subtotal 129.8 units Drip Irrigation Bonus Landscape Units Awarded 80% or more of total landscaped area on temporary irrigation 50% 50 % of 129.8 units = 64.9 Bonus to be applied 64.9 units 13,137.34 s.f. Landscape area (PERM IRRIGATION= 1650 s.f. is <80%) Total Landscape Units Proposed (174 units required)194.7 units NOTE: 0 TREES WITHIN UTILITY EASEMENTS ARE NOT COUNTED IN UNIT TOTAL MIX OF GRASSES AND FESCUE SEED. ARKANSAS VALLEY SEED COMPANY, NATIVE LOW GROW MOUNTAIN MIX.SPRAY APPLIED WITH A FERTILIZER AND SEED MIX. IRRIGATION NOTE: 1 ALL RESEEDED AREAS ARE TO TEMPORARY DRIP IRRIGATION (4800 S.F.) 2 THE GROUND COVER AND PLANTING BEDS ARE TO RECIEVE PERMANENT MICRO SPRAY AND DRIP IRRIGATION TOTAL OF PERMANENT DRIP AND PLANTING BED MICRO SPRAY IRRIGATION AREA 13 TREES AR 50 S.F./TREE + OF 1000 S.F. PLANTING BEDS =1,650 s.f.(<80% of total L area) Spray Irrigation to be added in areas that will become mowed lawn, temp drip irrigation in all other areas. non sod area will become more natural looking. Some sod may be added if a lawn area is desired. (Sod not to exceed 1000 s.f.)970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDateREVISIONS3/11/2021 9:31:46 AMA1.2LANDSCAPE PLAN2103LONGSUN RESIDENCESPLANNING AND ZONING REVIEW SET03-01-21SHARED SITE INFORMATION5150 LONGSUN LANE, LOT 61AVON COLORADONo.DescriptionDate1UPDATE LANDSCAPEUNITSDate 11" = 10'-0"1 LANDSCAPE 1/8" = 1'-0" LANDSCAPE LEGEND 61A 1/8" = 1'-0" LANDSCAPE LEGEND 61B EXISTING TREE TRUNK ON PROPERTY Attachment A 8515.138515.508515.618515.838516.438516.990.6505 ACRES5150 LONGSUN LANEELECTRIC MANHOLESEWER MANHOLERIM ELEVATION = 8515.40'ERT ELEVATION = 8508.20'SEWER MANHOLECATV PEDESTALINDICATES ANEVERGREEN TREEINDICATES ADECIDUOUS TREEELECTRICTRANSFORMEREDGE OF ASPHALTROADWAY18" CMPINVERT IN = 8512.94'LOT 61LOT 60LOT 62LONGSUN LANE (50' R.O.W.)LOT 66BUILDINGSETBACKREBAR WITH A PLASTIC CAPP.L.S. No. 26626(ELEVATION = 8517.29')UND REBAR WITH A 11_2"ALUMINUM CAP(ELEVATION = 8514.08')UTILITY & DRAINAGEEASEMENTOPE MAINTENANCE, DRAINAGED SNOW STORAGE EASEMENTUTILITY & DRAINAGEEASEMENTUTILITY & DRAINAGEEASEMENT7'-6"10'-0"7'-6"10'-0"10'-0"25'-0"10'-0"SSETVDWWD DWWD True North Project North ELEC ELEC ELEC ELEC ELECELECELECELECGAS METER OM GABLE END CONNECT TO GAS LINE IN EASEMENT GAS METER ON GABLE END CONNECT TO GAS LINE IN EASEMENTGAS GASSEWERSEWERSEWERSEWERSEWER SEWER CONNECT TO WATER LINE IN EASEMENTEXISTING SEWER LINEEXISTING SEWER LINEWATERWATERWATERWATERCONNECT TO WATER LINE IN EASEMENT CABLE TV AND PHONECABLE TV AND PHONECABLE TV AND PHONESOIL STORAGE SOIL STORAGE DUMPSTERTO BE SHARED(2) JOB SIGNS JOB TOILET MATERIAL STAGING AND STORAGE IN DRIVE AND WITHIN GARAGE CABLE TV AND PHONE CABLE TV AND PHONE LIMITS OF DISURBANCE FENCING LIMITS OF DISURBANCE FENCING LIMITS OF DISURBANCE FENCING ON PROPERTY LINE LIMITS OF DISURBANCE FENCING ON PROPERTY LINE PROVIDE SILT FENCING AT LOW SIDE OF FENCE TO CONTROL DEBRIS IN DITCH MATERIAL STAGING AND STORAGE IN DRIVE AND WITHIN GARAGE CONSTRUCTION PARKING IN DRIVE AND ALONG ROAD CONSTRUCTION PARKING IN DRIVE AND ALONG ROAD DURING CONSTRUCTION A 2" DEEP x10 WIDE GRAVEL TRACKING PAD SHALL BE PLACED AT THE ACCESS POINT TO THE SITE DURING CONSTRUCTION A 2" DEEP x10 WIDE GRAVEL TRACKING PAD SHALL BE PLACED AT THE ACCESS POINT TO THE SITE DRAINAGE EASEMENT 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDateREVISIONS3/10/2021 9:49:41 AMA1.3CONSTRUCT. MGMT2103LONGSUN RESIDENCESPLANNING AND ZONING REVIEW SET03-01-21SHARED SITE INFORMATION5150 LONGSUN LANE, LOT 61AVON COLORADONo.DescriptionDate1" = 10'-0"1 CONSTRUCTION MANAGEMENT PLAN ERROSION CONTROL: 1 PROVIDE STRAW ON ALL RESEEDED AREAS TO STABLIZE THE TOP SOIL. 2 PROVIDE SILT FENCE ON THE LOW SIDE OF THE SIDE AND ADJACENT TO DRAINAGE SWALES 3 PROVIDE STAKED JUTE ROLLS AT DRAINAGE SWALES THAT ARE NOT CONTROLLED BY STRAW OR SILT FENCE USE GREEN VERSION OF CONSTRUCTION FENCING GENERAL NOTE: DRIVE ACCESS IMPROVEMENTS OUTSIDE OF THE PROPERTY LINE ARE SUBJECT TO RIGHT-OF-WAY PERMIT Attachment A UP DN DWWD 14' - 0"9' - 6"24' - 0"45' - 0"30' - 8 1/2"cubbies under stair open railing STAIR AND LIGHT WELL 7' - 2 1/2"4' - 3"7' - 10"5 1/2"8"4"8' - 7 1/2"2' - 6"12' - 5" 8519' - 0" 4 A4.0 1 A4.1 1 A4.0 3' - 0 1/2"18' - 0"2' - 0 1/2" 1' - 11"4"8" 5 1/2" 13' - 6 1/2"6' - 4"23' - 3 1/2"11 1/2" 4" 6' - 10 1/2"7' - 3 1/2"2' - 6"5' - 8 1/2"11' - 1 1/2"5' - 4"7' - 8"5 1/2"9' - 9"8' - 6"12' - 9"14' - 0"8"5 1/2"5' - 6 1/2"6' - 6 1/2"17' - 4"8518' - 6" METER CLOSET 2 A4.0 3 A4.0 FD FD FD GARAGE 100 MECH 101 MUDROOM 102 ENTRY 103 BEDROOM 104 CLOSET 105 BATH 106 COATS 107 1' - 1 1/2" 6' - 10 1/2" 5 1/2" 10' - 1"4' - 11 1/2" 100A 104A 107 4S 3S 103 1S 106A 2S 104B 5"LOW UNDER STAIR STORAGE 2' - 5 1/2" UNIT DIM 9' - 0"2' - 6 1/2" 3' - 1"3' - 9 1/2"11' - 0"4' - 6" 2 A4.1 2' - 10"4' - 5"2' - 3" 1' - 1"3' - 6"1' - 2" 3' - 0" 9" 2' - 9 1/2"18' - 6"1' - 7"8" 105 2' - 6"3' - 6"18' - 0" 23' - 6"6"8' - 2 1/2"8' - 2 1/2"7' - 2 1/2"12' - 1"1' - 1 1/2"4"23' - 11 1/2"6' - 11"HOME OFFICE OR STORAGE 108 3' - 9"21' - 8 1/2"23' - 6" 14' - 8"7' - 0 1/2"23' - 6"45' - 0"6' - 2"6' - 0"3' - 0 1/2"12' - 2 1/2"5' - 0"9 1/2"8' - 11 1/4"STAIR AND LIGHT WELL UP DN 4 A4.0 1 A4.1 1 A4.0 16' - 0"12' - 9"3' - 8 1/2"7' - 8"7' - 6"14' - 9"4' - 0"5 1/2" 3' - 2"14' - 0"48" RANGE3' - 6 1/2" 23' - 6" 1' - 6"11' - 5 1/2"12' - 5 1/2" 8529' - 1 3/4" 2 A4.0 3 A4.0 LIVING ROOM 200 DINING 201 KITCHEN 202 1' - 9"7' - 6"13' - 9 1/2" LAUNDRY 205 BATH 206 12' - 3 1/2"11' - 10"6' - 10 1/2"2' - 0" MASTER BATH 210 WC 209 HER M. CLOSET 211 3' - 8"7' - 4"4' - 6"4' - 5" MASTER BEDROOM 213 R @ 6 3/4"9 210 5S7S 209 5' - 5"4' - 6"10' - 6"Heat-N-Glo Slim Line Fusion 36, SL-7F, clean face gas fireplace (31 1/2"X22 3/16" glass face) (sealed gas appliance) 2 A4.1 2' - 0"1' - 9" HALL 203 6' - 2"4' - 9"12' - 1 1/2" 5' - 7 1/2"18' - 3 1/2"TV ABOVE FIREPLACE(65" TV 57 1/2"X33" tall)9' - 0 1/2"12' - 0"7' - 5"3' - 1" linen 3' - 10"5 1/2"9' - 0 1/2"5 1/2"14' - 0"36" REF3' - 0"3' - 0"3' - 0"2' - 0"3' - 0"3' - 1"2' - 6"2' - 6"23' - 0 1/2"1 1/2"3' - 2"2' - 9"2' - 9"2' - 9"3' - 1"4' - 5 1/2"18' - 7 1/2"3' - 4"5' - 4 1/2"14' - 9" HIS M. CLOSET 212 BEDROOM 207 PANTRY 204 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDateREVISIONSNOT FOR CONSTRUCTION3/1/2021 9:13:01 AMA2.0LOWER AND MAIN PLANS2103LONGSUN RESIDENCESP & Z REVIEW SET03-01-21HOUSE 1 Single Family Residences5150 Longsun Lane, Lot 61A (NORTH)Wildridge Subdivision, Avon CO 81620Project North 1/4" = 1'-0"1 A1.0 LOWER LEVEL 1/4" = 1'-0"2 A2.0 MAIN LEVEL Project North Area Schedule (Gross Building) Name Area Area 192.4 SF Lower Level Area 922.7 SF Main Level Area 1808.9 SF Upper Level Area 752.5 SF Grand total: 4 3676.4 SF +736 S.F. GARAGE NOT COUNTING A 192.4 S.F. ATTIC STORAGE MECHANICAL IS COUNTED WITHIN LOWER LEVEL No.DescriptionDateAttachment A DN DWWDDWWD STAIR AND LIGHT WELL DN 4 A4.0 4 A4.0 1 A4.1 1 A4.0 7' - 8"open to below36" tall open railing2 A4.0 3 A4.0 3 A4.0 R @ 6 3/4"18 LOFT 300 BATH 301 CLOSET 304 BEDROOM 305 14' - 3 1/2"305 7' - 8"11' - 11"12' - 0"3' - 8"7' - 4" 2 A4.1 45' - 2 1/2"5' - 2"15' - 7 1/2"13' - 11 1/2" LOW STORAGE ATTIC 180 S.F. BEDROOM 303 CLOSET 302 4 A4.0 4 A4.0 1 A4.1 1 A4.0 2 A4.0 3 A4.0 2 A4.1 3:12 3:12 3:12 3:12 3:12 3:12 3:12 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDateREVISIONSNOT FOR CONSTRUCTION3/1/2021 9:13:02 AMA2.1UPPER AND ROOF PLANS2103LONGSUN RESIDENCESP & Z REVIEW SET03-01-21HOUSE 1 Single Family Residences5150 Longsun Lane, Lot 61A (NORTH)Wildridge Subdivision, Avon CO 816201/4" = 1'-0"1 A3.0 UPPER LEVEL 1/4" = 1'-0"2 ROOF PLAN Project North Project North No.DescriptionDateAttachment A MAIN LEVEL 8529' -1 3/4" MAIN LEVEL 8529' -1 3/4" UPPER LEVEL 8539' -5" Plate Height 8548' -1 3/8" A1.0 LOWER LEVEL 8519' -0"8' - 8 3/8"8521' - 0"EXISTING GRADE 8518' - 6" 2X12 BELLY BAND WITH FLASHING AT TOP CORREGATED METAL SIDING ON R-5 ZIP PANEL ON 2X6 WOOD STUDS WITH R-23 BIBS INSUALTION IN CAVITY (alternate insulation method-2" spray foam and 3 1/2" BIBS, see sheet A0.2) 1x8 SHIP LAP SIDING WITH DARK FINISH ON R-5 ZIP PANEL ON 2X6 WOOD STUDS WITH R-23 BIBS INSUALTION IN CAVITY (alternate insulation method- 2" spray foam and 3 1/2" BIBS, see sheet A0.2) WIDE FLANGE STEEL COLUMN WITH ADDRESS STONE VENEER ON R-5 ZIP PANEL ON 2X6 WOOD STUDS WITH R-23 BIBS INSUALTION IN CAVITY ASPHALT SHINGLES ON FULL COVERAGE WATERPROOF MEMBRANE ON ROOF SHEATHING ON PRE ENGINEERED TRUSSES ASPHALT SHINGLES ON FULL COVERAGE WATERPROOF MEMBRANE ON ROOF SHEATHING ON 14" LVL RAFTERS WITH R-48 BIBS INSULATION (2) RECESSED LIGHT FIXTURE IN FLOOR CANTILEVER OVER LARGE GARAGE DOOR (3) RECESSED LIGHT FIXTURE IN FLOOR STRUCTURE ABOVE ENTRY 100A 103 1S 2S 3S4S 29S 5S7S ALUM. LARGE MULL COVER MATCHING THE FINISH OF THE WINDOWS 8' - 5"4' - 5"16' - 0"8' - 11"25S 9' - 0"UPPER LEVEL PLATE HT 8547' -9 1/8"29' - 2 1/2"8522' - 0"970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDateREVISIONSNOT FOR CONSTRUCTION3/1/2021 9:13:07 AMA3.0EXTERIOR ELEVATIONS2103LONGSUN RESIDENCESP & Z REVIEW SET03-01-21HOUSE 1 Single Family Residences5150 Longsun Lane, Lot 61A (NORTH)Wildridge Subdivision, Avon CO 816201/4" = 1'-0"1 WEST ELEVATION 2 3D View 1 3 3D View 2 4 3D View 5 No.DescriptionDateAttachment A MAIN LEVEL 8529' -1 3/4" MAIN LEVEL 8529' -1 3/4" UPPER LEVEL 8539' -5" UPPER LEVEL 8539' -5" Plate Height 8548' -1 3/8" A1.0 LOWER LEVEL 8519' -0" A1.0 LOWER LEVEL 8519' -0" MASTER BATH PLATE HT 8539' -0 1/8" 8531' - 0" EXISTING GRADE 8528' - 5 1/8" 2X12 BELLY BAND WITH FLASHING AT TOP 2 A4.0 1x6 SHIP LAP SIDING WITH LIGHTER FINISH 1x8 SHIP LAP SIDING WITH DARK FINISH ASPHALT SHINGLES ON FULL COVERAGE WATERPROOF MEMBRANE ON ROOF SHEATHING ON RAFTERS WITH R-48 INSULATION IN CAVITY 3 A4.0 UPPER LEVEL PLATE HT 8547' -9 1/8"8' - 8 3/8"10' - 3 1/4"10' - 1 3/4"10' - 3 1/4"8' - 4 1/8"3 :1 2 3:12 3 :1 2 8552' - 11 7/8"25' - 0 3/8"8529' - 0 1/4" MAIN LEVEL 8529' -1 3/4" UPPER LEVEL 8539' -5" A1.0 LOWER LEVEL 8519' -0"10' - 1 3/4"10' - 3 1/4"LIVING ROOM PLATE HEIGHT 8538' -8" 8528' - 0" 8522' - 0" E X I S T I N G G R A D E 8522' - 0" (2) RECESSED LIGHT FIXTURE IN FLOOR CANTILEVER OVER LARGE GARAGE DOOR (3) RECESSED LIGHT FIXTURE IN FLOOR STRUCTURE ABOVE ENTRY 3:123:123:123:128552' - 11 7/8" 8548' - 2 1/2" 8531' - 0" 8528' - 0" 8519' - 0" MAIN LEVEL 8529' -1 3/4" UPPER LEVEL 8539' -5" A1.0 LOWER LEVEL 8519' -0" MASTER BATH PLATE HT 8539' -0 1/8"10' - 3 1/4"10' - 1 3/4"9' - 10 3/8"EXISTING GRADE UPPER LEVEL PLATE HT 8547' -9 1/8"3:123:128522' - 0" 8524' - 0" 8531' - 0" 8520' - 0" 8524' - 0"8524' - 0" 8526' - 0"970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDateREVISIONSNOT FOR CONSTRUCTION3/1/2021 9:13:10 AMA3.1EXTERIOR ELEVATIONS2103LONGSUN RESIDENCESP & Z REVIEW SET03-01-21HOUSE 1 Single Family Residences5150 Longsun Lane, Lot 61A (NORTH)Wildridge Subdivision, Avon CO 816201/4" = 1'-0"1 EAST ELEVATION 1/4" = 1'-0"2 SOUTH ELEVATION 1/4" = 1'-0"3 NORTH ELEVATION No.DescriptionDateAttachment A MAIN LEVEL 8529' -1 3/4" A1.0 LOWER LEVEL 8519' -0" MASTER BATH PLATE HT 8539' -0 1/8" 2 A4.0 8551' - 8 11/16"9' - 10 3/8"8' - 5"23' - 6"1' - 7 1/8"8' - 0"3 A4.0 8539' - 5" 8527' - 11 5/8" 8518' - 2"6"3 1/2"11' - 2"8' - 8 5/8"9' - 6 1/2"11 1/2"MAIN LEVEL 8529' -1 3/4" UPPER LEVEL 8539' -5" A1.0 LOWER LEVEL 8519' -0" 4 A4.0 1 A4.1 1 A4.0 10' - 1 3/4"10' - 3 1/4"9' - 1 1/8"1' - 2"2 A4.1 8514' - 10" 8519' - 0" UPPER LEVEL PLATE HT 8547' -9 1/8"8' - 4 1/8"4 A4.0 1 A4.1 1 A4.0 (3)1 3/4x18 W12X53 8' - 0"1 1/8"1' - 6"2' - 6"9' - 7 1/8"10' - 1 3/4"9' - 6 1/4"2 A4.1 9' - 6 1/4"A1.0 LOWER LEVEL 8519' -0" A1.0 LOWER LEVEL 8519' -0" MASTER BATH PLATE HT 8539' -0 1/8"9' - 10 3/8"10' - 1 3/4"2 A4.0 3 A4.0 10 3/8"9' - 0"8546' - 9"LETS DISCUSS TALLER WINDOWS8' - 0"7' - 4"4' - 2"970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDateREVISIONSNOT FOR CONSTRUCTION3/1/2021 9:13:11 AMA4.0BUILDING SECTIONS2103LONGSUN RESIDENCESP & Z REVIEW SET03-01-21HOUSE 1 Single Family Residences5150 Longsun Lane, Lot 61A (NORTH)Wildridge Subdivision, Avon CO 816201/4" = 1'-0"1 Section THRU STAIR AND LIVING ROOM 1/4" = 1'-0"2 Section THRU MASTER, STAIR, AND GUEST 1/4" = 1'-0"3 Section THRU LIVING ROOM AND KITCHEN 1/4" = 1'-0"4 Section THRU MASTER AND LIVING ROOM 5 3D View of fireplace and new windows No.DescriptionDateAttachment A MAIN LEVEL 8529' -1 3/4" UPPER LEVEL 8539' -5" Plate Height 8548' -1 3/8" A1.0 LOWER LEVEL 8519' -0" MASTER BATH PLATE HT 8539' -0 1/8" 2 A4.0 3 A4.0 W12X53 8' - 4 1/8"8' - 8 3/8"10' - 3 1/4"9' - 10 3/8"UPPER LEVEL PLATE HT 8547' -9 1/8"11 1/8"2' - 6"4' - 11"MAIN LEVEL 8529' -1 3/4" UPPER LEVEL 8539' -5" A1.0 LOWER LEVEL 8519' -0" 2 A4.0 3 A4.0 UPPER LEVEL PLATE HT 8547' -9 1/8"8' - 4 1/8"970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDateREVISIONSNOT FOR CONSTRUCTION3/1/2021 9:13:12 AMA4.1BUILDING SECTIONS2103LONGSUN RESIDENCESP & Z REVIEW SET03-01-21HOUSE 1 Single Family Residences5150 Longsun Lane, Lot 61A (NORTH)Wildridge Subdivision, Avon CO 81620No.DescriptionDate1/4" = 1'-0"1 Section 2 1/4" = 1'-0"2 Section 3 Attachment A Page 1 of 7 TO: Planning and Zoning Commission FROM: David McWilliams, AICP, Town Planner RE: MJR21003 Major Development Plan / AEC21002 Public Hearing Lot 61 Block 4 Wildridge Subdivision / 5150 B Longsun Lane DATE: March 11, 2011 STAFF REPORT OVERVIEW: This Staff report contains two applications for consideration by the Planning and Zoning Commission (PZC): Major Development Plan with Design Review for a new proposed single-family house; and an Alternative Equivalent Compliance (AEC) for the roof pitch under the required 4:12 pitch. Application Type: Major Development Plan Property Address: 5150 Longsun Lane Property Zoning: PUD Property Size: 0.3465 Acres Applicant: Jeff Manley Property Owner Name: LS 5150 LLC - Dave Dantas SUMMARY OF REQUEST: Jeff Manley (the Applicant) with Martin Manley Architects proposes a new house for Lot 61. This is the south property on a subdivision that has not yet been divided. Lot 61 was subject to a PUD amendment / Lot Split that limited the building envelope, height, and square footage. The building is three (3) stories, 3,262.2 square feet of livable space and includes a 682 square foot garage. The lower level is ground level at the garage side and located below grade on the uphill side of the house. It has shed and gable roofs at 3:12 pitch. The proposal is best described as mountain modern style. PROCESS: These Major Development Plan and Alternative Equivalent Compliance applications are reviewed by PZC for final decision. PUBLIC NOTICE: Notice of the public hearing was published in the March 6, 2021 edition of 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 type. PROPERTY DESCRIPTION: Lot 61B is proposed at .3465 acres located on the north side of the lot on Longsun Lane. It is zoned PUD and borders duplex and single-family houses, and open space. Page 2 of 7 PLANNING ANALYSIS Lot Coverage, Setback and Easements: The lot has modified building envelope and easements from the PUD Amendment Process: Front Side Back Total Footprint: 35’ 6”’ 10’ as shown 1,650 square feet The proposal conforms with the setbacks and footprint and an ILC will be required at roofing to demonstrate built compliance. The habitable square footage was limited to 3,300 square feet during the PUD process and measures 3,262.2 square feet (misstated on the first page of Attachment B but properly calculated on A0.2). Building Height: Per the PUD amendment, the maximum building height permitted for this property is 32.5’ and the proposed height is 30’-2 7/8”. The proposed roof pitch is 3:12, discussed in the AEC section, below. Parking: The project requires three (3) parking spaces, which are provided between the garage and the spaces in front of the garage. DESIGN STANDARDS ANALYSIS: Landscaping: The proposal’s landscape plan focuses on the area between the buildings (Lot 61A) and the street edge. The primary pallet is spruce, aspen, several shrub species, ground cover, mulch, and native grasses. A few trees are located within the drainage easement, and therefore do not count towards the total Landscaping Units required of the property, per code. In total, 174 Units are required and 178 are proposed. Building Design, Building Materials and Colors: The proposed exterior building materials are stained wood siding, cut stone, and corten. Colors were reviewed for conformance with Sec. 7.28.090(j)(4)(viii), Building Materials, and determined to comply with the design standards. Roof Material and Pitch: The applicant proposes 3:12 pitch shingled gable and shed roofs. As the roof pitch is not compliant with applicable ADC regulations, an AEC is required, discussed below. Page 3 of 7 Exterior Lighting: Proposed lighting is recessed cans and conforms with the Dark Sky Ordinance, Building Code Sec. 15.30. Four-sided Design: ADC Sec. 7.28.090(d)(5) states, “All sides of a residential building shall display a similar level of quality and architectural detailing. Architectural features and treatments shall not be restricted to a single facade.” Staff is satisfied that the elevations have high quality detailing, thus complying with four-sided design regulations. Design Standards for the Wildridge Subdivision: ADC Sec. 7.28.090(e) states: (1) Intent: (i) To preserve and enhance the aesthetic qualities of the natural hillsides by designing projects which relate to the slope of the land and minimize the amount of project grading; and (ii) To promote development which is visually compatible with the natural topography of the surrounding area. (2) Building Height on Steep Slopes. Determining building height on steep slopes has frequently resulted in three-story walls on the downhill side that create an overbearing presence on properties below. Therefore, the visual impact of building height and massing on lots with steep slopes shall be reduced by articulating the building facades and creating proportional stories in a multi-story building. Building height will be reduced for buildings or portions of buildings with flat roofs as follows: (A) Four-to-twelve (4:12) roof slopes or greater: thirty-five (35) feet. (B) Less than a four-to-twelve (4:12) roof slope: thirty (30) feet. (3) Building Design: (i) Buildings shall have street-facing architectural details and elements which provide a human scale to the facade. Flat, monotonous facades shall be avoided. (A) The design of a structure shall create variety and interest along the street elevation. A significant alteration of the massing and composition (not just the exterior colors and materials) of each house or each townhouse or duplex unit must be accomplished. (B) The use of architectural features that increase visual prominence should be avoided. Massive, tall elements, such as two-story entries, turrets and large chimneys, should be avoided. Such elements on the downhill face of the structure are of particular concern. The 3:12 roof pitch is subject to a 30-foot height maximum and is part of the AEC. MAJOR DEVELOPMENT PLAN & DESIGN REVIEW - REVIEW CRITERIA: § 7.16.080(f), 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 purposes outlined in the Development Code. Purpose (a) states, “Divide the Town into zones, restricting and requiring therein the location, erection, construction, reconstruction, alteration and use of buildings, structures and land for trade, industry, residence and other specified uses; regulate the intensity of the use of lot areas; regulate and determine the area of open spaces surrounding such buildings; establish building lines and locations of buildings designed for specified industrial, commercial, residential and other uses within such areas; establish standards to which buildings or structures shall conform; establish standards for use of areas adjoining such buildings or structures.” 2. Evidence of substantial compliance with §7.16.090, Design Review; Page 4 of 7 Staff Response: This Major Design and Development Plan Application should be assessed for compliance with the Design Review criteria of the Development Code, found below. The Design Review section seeks quality development and structures that are visually harmonious with the site and the surrounding vicinity. 3. Consistency with the Avon Comprehensive Plan; Staff Response: The site is located in the Northern Residential District (District 11 of the Comprehensive Plan), which states, “Due to the limited number of existing trees and shrubs and the open character of the property, special care should be taken to ensure that all structures are compatible with one another and in harmony with the natural surroundings.” This District includes the following principles: Planning Principles: • Identify, delineate, and enhance all open space parcels and paved and unpaved trails. • Provide alternatives to the roadways for pedestrian circulation and greater connection to the surrounding open space. • Preserve and enhance the existing open space trails and explore the possibility of developing additional parcels into pocket parks. • Add an alternative or second access route to Wildridge (perhaps forest service road during the spring and summer). Encourage and support development that: • Prohibits significant alteration of natural environment as well as ridgeline and steep slope development. This area should be highly sensitive to visual impacts of improvements, wildlife preservation, and lighting. • Provides the development of a trailhead to access the surrounding public lands. • Provides sidewalks and pedestrian connections. The Goals and Policies contained in the Comprehensive Plan, include, “Policy G.2.1: Identify and avoid development in environmentally sensitive areas or steep hillsides.” Staff feels that the Application is consistent with the Comprehensive Plan. 4. 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 conforms with the accompanying requirements of the PUD zoning and the Development Code, except where an AEC is needed. Conformance with the building envelope and maximum elevation per the PUD Amendment are confirmed with the Application. 5. 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; and Staff Response: The analysis contained in this Staff report addresses all applicable Development Code standards, except where an AEC is needed. 6. That the development can be adequately served by city services including but not limited to roads, water, wastewater, fire protection, and emergency medical services. Page 5 of 7 Staff Response: Staff referred the recent PUD Amendment proposal to the Eagle River Water and Sanitation District (ERWSD) and compliance with the property’s’ water allocation was confirmed. All special services are well established in the subdivision. §7.16.090(f), Design Review: 1. The design relates the development to 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 application proposes a design that relates to the character of the surrounding community. 2. The design meets the development and design standards established in this Development Code; and Staff Response: The design is compliant with the development and design standards contained in the Development Code. 3. The design reflects the long- range goals and design criteria from the Avon Comprehensive Plan and other applicable, adopted plan documents. Staff Response: Applicable adopted plans include the Avon Comprehensive Plan and provisions of the Development Code. The design has been evaluated for conformance with these plans and Staff has determined the proposed design meets the requirements, except as described below. ALTERNATIVE EQUIVALENT COMPLIANCE: Alternative equivalent compliance is a procedure that allows development to meet the intent of the design-related provisions of the code through an alternative design. It is not a general waiver or weakening of regulations; rather, this application procedure permits a site-specific plan that is equal to or better than the strict application of a design standard specified in the Development Code. This procedure is not intended as a substitute for a variance or administrative modification or a vehicle for relief from standards in this Chapter. Alternative compliance shall apply only to the specific site for which it is requested and does not establish a precedent for assured approval of other requests. AEC REQUEST: The roof pitch is requested at 3:12 instead of the required 4:12 for shingled roofs and the building is over 30' for portions that are less than 4:12 pitch. AEC 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. APPLICANT RESPONSE: The applicant presents a response in Attachment A narrative. The proposed roof pitch achieves solar panel potential and efficient form. Page 6 of 7 STAFF RESPONSE: Mandating a minimum 4:12 shingled roof pitch creates attractive angled roof shapes and may diminish the vertical mass of a structure. ADC Sec. 7.28.090(d)(3)(i) states: All residential buildings shall have pitched roofs with a rise of not less than four (4) inches in twelve (12) inches of distance. Primary roofs shall have a four-to-twelve (4:12) minimum and a twelve-to-twelve (12:12) maximum. Secondary roofs shall have a four-to-twelve (4:12) minimum and metal roofs shall have a three-to-twelve (3:12) minimum. Flat roofs may be permitted as secondary roofs or if the flat roof is consistent with the architectural style of the building. (ii) All buildings shall incorporate roofline modulation. (iii) Large expanses of bright, reflective materials are not permitted; however, standing seam metal, copper or weathering steel (corten) may be acceptable. As discussed above, roof slopes less than 4:12 require a 30’ foot height maximum. The rationale for the height limitation is to limit an overbearing presence on properties below. The height of the ridge is 30’-2 7/8” which barely is out of compliance. From the street, the shed form seems harmonious with the lot and surrounding incline. Staff is sympathetic of the site constraints (even though they are self-imposed) and appreciates that the design efficiently accomplishes its intent. This home is proposed as mountain modern, which favors lower pitched roofs, unique structure shape, and large windows. A large surface at the low angle is not ideal for reflectivity and the shingled approach makes the proposal more palatable. PZC should carefully weigh if the application achieves the review criteria. AEC - RECOMMENDED MOTION: “I move to approve Case #AEC21002, an Alternative Equivalent Compliance application for the future Lot 61B, Block 4, Wildridge Subdivision together with the findings as recommended by Staff.” Findings: 1. The Application was reviewed pursuant to §7.16.120, Alternative Equivalent Compliance; 2. The proposed alternatives achieve the intent of §7.28.090(d)(3), Roofs and §7.28.090(e), Design Standards for the Wildridge Subdivision, 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; and 5. The proposed alternative imposes no greater impacts on adjacent properties than would occur through compliance with the specific requirements of the Code. MJR - RECOMMENDED MOTION: “I move to approve Case #MJR21003, an application for Major Design and Development Plan for the future Lot 61B, Block 4 Wildridge Subdivision together with the findings of fact and conditions outlined by Staff.” Findings: 1. The Application was reviewed pursuant to §7.16.080(f), Development Plan, §7.16.090(f), Design Review. The design meets the development and design standards established in the Avon Development Code; 2. The Application is complete; Page 7 of 7 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 location; and 2. Page A0.0 will be updated to show the correct zoning information. ATTACHMENTS: A. Application Materials B. PZC Narrative and AEC Application Responses LINKS: Comprehensive Plan Avon Development Code Thank you, David McWilliams 970-749-4023 cmcwilliams@avon.org TOWN OF AVON 3-1-21 RE: 5150 Longsun Lane, P and Z Narrative for both Lot 61A and 61B Town of Avon Planning Dept and board members The Wildridge Subdivision, lot 61at 5150 Longsun Lane has been approved to be split into 2 single family lots. The homes on these lots are proposed to be of a mountain modern style and are stepped into the site to have the drive on the west side at grade and the main level patio at grade level at the east side of the home. The shed roof forms work well with the design to shed the snow and rain away from the pedestrian and vehicle areas. We are proposing a lower sloped shed roof at a 3:12 pitched asphalt shingle roof. This will require an AEC for a pitch < 4:12 pitch for asphalt shingled roof. The roof are set up to receive great solar exposure and so the future owners can be easily add a system. The design creates 1 home on each of the 2 sites that have the developable rights limited by the approved plat by creating envelopes, limiting building height, footprint limitation, livable area limitation, added non-developable area and additional landscape units. The homes have a deck on the west side to take advantage of the westerly and southwesterly views. When it get to be windy or not hospitable on the front side of the home, the owners can retreat to a sheltered patio on the leeward side of the home. The designs have large overhangs to control the solar gain on the interior of the home in the summer, but allow light to penetrate in the home during the wintertime thru the large window expanses. We believe that these homes are beautiful and will be a welcomed addition to the Wildridge Subdivision. We look forward to presenting the project at the March 16th meeting. Thank You, Jeffrey P Manley AIA Martin Manley Architects PO Box 5668 Eagle Colorado 81631 970-328-5151. 970-328-1299 (direct) 970-688-0326 (Cell) Attachment A Exterior lighting Each home is proposed to have the exterior lighting achieves with the use of recessed can lighting so that the lighting conforms to darksky guidelines. Lighting locations are each home: · 2 lights within the soffit of the main level living room cantilever over the garage doors. · 3 lights at the entry alcove · 3 lights at the main level front (west deck) located within the soffit of the large roof overhang. · 3 lights at the main level rear (east deck) located within the soffit of the large roof overhang. Total fixture count= 11 fixtures Attachment A ZONING INFORMATION-Lot 61B Lot 61A Area = .3465 acres = 15,093.54 s.f. Maximum Lot Coverage Allowed = 50% of Lot Area 15,093.54 s.f.= 7,546.77 s.f. Minimum Landscape Area Allowed = 25% of Lot Area 15,093.54 s.f.= 3,773.39 s.f. Platted Building Envelope = 3818 s.f. (allowed by plat) Bulding Height =30'-2 7/8" (<32'-6" allowed by plat) REFER TO SHEE A1.0 Proposed Livable Area =3868.8 s.f. (<3,300 s.f. allowed by plat) Proposed Garage Area =736 s.f. total =4.604.8 s.f. Proposed Lot coverage by building/footprint =1,546.2 s.f. (allowed footprint of <1,650 s.f. by plat) Proposed Impervious area (Building ) 1,546.2 s.f. + 1,107 s.f. drive +130 s.f. front+280 s.f. rear terrace =1,956.2 s.f. Proposed Landscape area (Lot area= 15,093.54 s.f.)-(imperv. total 1,956.2 s.f.) = 13,137.34 s.f. Landscape area ( 87.0%) Platted no disturb area = 5,270 s.f. (per plat) Proposed Temp Irrigation only in ALL reveg. seeded areas. Temp irrigation to be removed after establiment of seeded areas. Approx. 3 growing season Setbacks: defined envelope Parking: 3 required, 2 inside garage and 1 outside = 3 spaces Snow Storage: 20% of 1,107s.f. Drive area. = 204 s.f. (At least 6’in any dimension and not deeper than 12’) Exterior Lighting: Dark sky compliant, RECESSED CAN LIGHTING Roofing: 50-Year (TL) Asphalt shingle Elk-GAF , Prestique High Def, Charcoal Flashing, and Gutters: Paint lock aluminum Color: to match black Waterproof garage roof terrace and Entry patio saw cut concrete slab Drive:Asphalt drive Windows: Aluminum Clad windows and doors Color: iron ore Timbers, and fascia 1x6 and 2x8, Wood Fascia Trim Color: FLOOD 913 Ebony (200%) semi-transparent Typical Horizontal Siding: 1X8 ship lapped Wood Siding Rough sawn texture Color: Ben Moore aborcoat, semi opaque (darken) Oxford brown Typical Horizontal Siding: 1X8 ship lapped Wood Siding Rough sawn texture Color: Ben Moore aborcoat, semi opaque (lighter) Bison brown Metal siding (vertical) Black, corregated metal panels, Stone Veneer: greystone-Telluride stone co. drystack, Rectilinear stones, Horizontal/linear stack Same stone for wall caps 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject No.:DateREVISIONSNOT FOR CONSTRUCTION3/1/2021 9:54:59 AMA0.0COVER2103LONGSUN RESIDENCESP & Z REVIEW SET03-01-21HOUSE 2 Single Family Residences5150 Longsun Lan, Lot 61B (SOUTH)Wildridge Subdivision, Avon CO 81620LONGSUN RESIDENCES P & Z REVIEW SET HOUSE 2 Single Family Residences 5150 Longsun Lan, Lot 61B (SOUTH) Wildridge Subdivision, Avon CO 81620 03-01-21 Parcel Number:1943-351-02-017 Location: 5150 Longsun Lane, Lot 61B, Block 4, Wildridge Subdivision Class of Work: New Construction Type of Construction: Type V-B Type of Occupancy: R3 Levels: 2-story + basement Fire Sprinklers: No Monitored alarm system: Yes Heating: Forced air Furnace:Min. 92% efficiency, GAS 12" = 1'-0" ZONING SUMMARY No.DescriptionDateProject Team Information Owner: LS 5150 LLC PO Box 2322 AVON, CO 81620 Location: 5150 LONGSUN LANE Lot 61 (South 61B) Wildridge Subdivision Parcel Number -1943-351-02-017 Architect:Martin Manley Architect Jeffrey P Manley AIA PO Box 1587 Eagle, CO 81631 970.328.5151 jeff@martinmanleyarchitects.com General Contractor: DW Dantas Construction LLC Dave Dantas PO Box 2322 Avon, CO 81620 970.376.6111 dave@dwdantas.com SOUTH RESIDENCENORTH RESIDENCE NORTH RESIDENCESOUTH RESIDENCE 12" = 1'-0" COLOR BOARD Attachment B UP DN DWWD Radon System Radon system is to comply with Appendix F of the 2015 IRC A sub-slab depressurization system (passive) is to be designed. The vent pipe shall be a minimum dia. of 3" and extend from the permeable layer under the lowest slab with a ' T ' fitting, through the conditioned space of the homes, and out the roof. The exhaust shall be located as a penetration through the roof and located on the non-street side. This exhaust vent shall be 2'-0" above the roof surface and 10'-0" away from any openings or the adjacent building/unit. An electrical box shall be installed in an accessible location along radon sytem vertical piping so possible future vent pipe in-line fans can be added. See sections on this sheet for vertical location of Radon system. See key floor plan on this sheet for location of piping routing for Radon System. Additional notes: N1102.2.1 (R402.2.1) Ceilings with attic spaces. When Secton N1102.1.1 R-38 shall be deemed to satisfy the requirement for R-49 wherever the full height of uncompressed R-38 insulation extends over the wall top plate at the eaves. N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where Secton N1102.1.1 would require insulation levels above R-30 and the design of the roof/ceiling assembly does not allow sufficient space for the required insulation, the minimum required insulation for such roof/ceiling assemblies shall be R-30. This reduction of insulation from the requirements of Secton N1102.1.1 shall be limited to 500 square feet (46 m2) or 20 percent of the total insulated ceiling area, whichever is less. N1102.2.3 (R402.2.3) Eave baffle. For air permeable insulations in vented attics, a baffle shall be installed adjacent to soffit and eave vents. Baffles shall maintain an opening equal or greater than the size of the vent. The baffle shall extend over the top of the attic insulation. The baffle shall be permitted to be any solid material. N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. Access shall be provided to all equipment that prevents damaging or compressing the insulation. A wood framed or equivalent baffle or retainer is required to be provided when loose fill insulation is installed, the purpose of which is to prevent the loose fill insulation from spilling into the living space when the attic access is opened, and to provide a permanent means of maintaining the installed R-value of the loose fill insulation. N1102.2.5 (R402.2.5) Mass walls. Mass walls for the purposes of this chapter shall be considered above-grade walls of concrete block, concrete, insulated concrete form (ICF), masonry cavity, brick (other than brick veneer), earth (adobe, compressed earth block, rammed earth) and solid timber/logs. N1102.2.7 (R402.2.7) Floors. Floor insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. N1102.2.8 (R402.2.8) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet (3048 mm) below grade or to the basement floor, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overhead is insulated in accordance with Sections N1102.1.1 and N1102.2.7. N1102.2.9 (R402.2.9) Slab-on-grade floors. Slab-on-grade floors with a floor surface less than 12 inches (305 mm) below grade shall be insulated in accordance with Table N1102.1.1. The insulation shall extend downward from the top of the slab on the outside or inside of the foundation wall. Insulation located below grade shall be extended the distance provided in Table N1102.1.1 by any combination of vertical insulation, insulation extending under the slab or insulation extending out from the building. Insulation extending away from the building shall be protected by pavement or by a minimum of 10 inches (254 mm) of soil. The top edge of the insulation installed between the exterior wall and the edge of the interior slab shall be permitted to be cut at a 45-degree (0.79 rad) angle away from the exterior wall. N1102.2.10 (R402.2.10) Crawl space walls. As an alternative to insulating floors over crawl spaces, crawl space walls shall be permitted to be insulated when the crawl space is not vented to the outside. Crawl space wall insulation shall be permanently fastened to the wall and extend downward from the floor to the finished grade level and then vertically and/or horizontally for at least an additional 24 inches (610 mm). Exposed earth in unvented crawl space foundations shall be covered with a continuous Class I vapor retarder in accordance with this code. All joints of the vapor retarder shall overlap by 6 inches (153 mm) and be sealed or taped. The edges of the vapor retarder shall extend at least 6 inches (153 mm) up the stem wall and shall be attached to the stem wall. N1102.2.11 (R402.2.11) Masonry veneer. Insulation shall not be required on the horizontal portion of the foundation that supports a masonry veneer. A section below thru the home shows the locations of all insulation/thermal envelope. On these sections, is shown the location of vapor barrier/vapor retarder. Eagle County lies in climate zone 6B. This is a prescriptive method for insulation and code compliance to energy efficient systems #1 Insulation values: show the chart that has the climate zone 6B. Fenestration U-Factor=.32 with a resolution 3.11 C revising the U-factor to .30 in Eagle Co. and .30 in Town of Vail Skylight U-Factor =.55 Ceiling R-Value = R49 Wood Framed Wall R-Value 20+5 or 13+10 (20 in the wall cavity and 5 continuous) Town of Vail, Avon, and Eagle have not adopted the R-5 continuous insulation requirement. Floor R-Value = R30 (or insulation to fill the framing cavity, r-19 min) Basement Wall R-Value =15/19 (R15 on the exterior or interior continuous OR R19 in the wall cavity) The r-19 shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous on the interior OR exterior of the foundation wall Slab R-Value =R10 for 4 feet from the edge of the slab measured horizontally or vertically For heated slabs, R-5 insulation shall be added to the slab edge Crawlspace wall R-Value = 15/19, which means R15 on the interior or exterior of the home or R-13 cavity insulation on the interior of the basement wall plus R-5 continuous on the interior OR exterior of the foundation wall #2 Fenestration and SHGCs (SHGCs are not required in this climate zone of 6) Fenestration U-Factor=.32 with a resolution 3.11 C revising the U-factor to .30 #3 Area weighted U-factor Calculations If some windows do not meet the U-factor .30 then an average of window areas can be calculated. #4 Mechanical system design criteria. 1. Minimum winter design temp of -20 degrees F. (resolution to section R303.9) 2. Heat loss calculations are required for all dwelling units (resolution to section R303.9) (Heat calcs, zones and layouts are due with the mech. permit application) 3. Minimum efficiency of main heat source is to be 92% 4. A whole house mechanical ventilation system (R303.4) is to be designed where the air infiltration rate of a dwelling unit is 5 air changes per hour or less where tested with a blower door at a pressure of 0.2 inch w.c (50 Pa) in accordance with Section N1102.4.1.2, the dwelling unit shall be provided with whole-house mechanical ventilation in accordance with Section M1507.3. 5. N1102.4.1.2 (R402.4.1.2) Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 3 air changes per hour in Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the building official,testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the building official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. #5 Mechanical and service water heating system and equipment types, sizes and efficiencies. Note and locate water heater or side arm off boiler. Label efficiency of water heater and whether gas or electric is shown on plan set. #6 Equipment and system controls. Label location of thermostats and heating zones on key plans. Provide at least on programmable thermostat Initially programmed set point of heating no higher than 70 degrees and cooling no lower than 78 degrees #7 Duct sealing, duct insulation, and pipe insulation and locations. 1. Show locations of ductwork in area not in the heated envelope (shown on drawings for mech. permit) 2. All ducts to be sealed in accordance with the International Mechanical Code (M1601.4.1) 3. Ducts outside building envelope to be insulated with R-8, all other ducts with R-6 4. Building framing cavities shall not be used as supply ducts 5. Duct tightness test (section 403.2.2) Duct tightness test is not required if air handler and ducts are ALL located within conditioned space Duct tightness shall be verified by a) Post construction test Leakage to outdoors:<8 cfm/per 100 s.f. pf conditioned floor area or Total leakage:<12 cfm/ pre 100 b) Rough-in test Total leakage <6 cfm/per 100 s.f. of conditioned floor area test at a pressure differential of .1 in w.g. (25 Pa) across rough-in system #8 Air sealing details: General note: All exterior joints are to be caulked, gasketed, weather stripped, or otherwise sealed. Floor plates and sheathing joints are to be sealed. Refer to chart for locations and methods. FROM JOHN MANSFIELD WEB SITE WALL INSULATION: ALTERNATE EXTERIOR WALL 2" SPRAY FOAM =R-13 3.5" BIBS =R-15 TOTAL WALL CAVITY INSULATION =R-28 (R-25 MIN) TYPICAL FOUNDATION WALL AT LIVING SPACE 5.5" BLOWN-IN BATT (R-4.23 PER INCH). =R-23.27 OR 3.5" BLOWN-IN BATT (4.23 PER INCH). =R=14.81 2" DRAIN AND DRY ON EXT. OF FDN WALL =R-10.00 TOTAL WALL R-VALUE =R-33.27 OR 24.18 (R-19 MIN) TYPICAL SLAB EDGE/FROST WALL FOUNDATION WALL 2" DRAIN AND DRY ON EXT. OF FDN WALL = =R-10.00 (R-10 MIN) UNDER SLAB INSULATION: 2" RIGID INSULATION =R-10.00 (R-10 MIN) CANTILEVERED FLOOR INSULATION: 11 7/8" BLOWN-IN BATT (R-4.23 PER INCH)=R-50.23 (R-30 MIN) ROOF INSULATION: 14" OF BLOWN-IN BATT IN RAFTER SPACE =R-59.17 (R-49 MIN) (R-4.23 PER INCH) INSULATION IS TO BE HELD TIGHT TO THE ROOF SHEATING EVEN IN AREAS WITH DROPPED CEILINGS, CREATING TEMPERED ATTIC IN VOIDS WINDOWS: FIXED =U-0.32 OPERABLE (AWNING AND CASEMENT)=U-0.32 PATIO DOOR AND SLIDING DOOR UNITS =U-0.32 INSULATION SUBCONTRACTOR MUST VERIFY THAT THE R-VALUES/U-VALUES OF PROPRIETARY PRODUCTS MEET OR EXCEEDS THE VALUES LISTED ABOVE AND THAT INSTALLATION PERFORMED IS PER MANUFACTURER'S SPECIFICATION. ALL WALL INSULATION SHALL COMPLETELY FILL STUD SPACES AND HAVE PROPER AIR-BARRIER SHEATHING ON BOTH SIDES OF THE STUD SPACES. INTERIOR WALLS ARE TO RECEIVE UNFACED SOUND ATTENUATION BATTS FOR ALL WALLS THAT DIVIDE HABITABLE ROOM (EXAMPLE:BEDROOM TO CLOSET WALL DOES NOT NEED SOUND INSULATION BEDROOM TO HALLWAY OR BEDROOM TO BEDROOM DOES) 2X6 = R-19 2X4 = R-13 DESIGN INSULATION VALUE SUMMARY 5/8" TYPE "X" GYPSUM WALL BOARD ON VAPOR RETARDER 5/8" TYPE "X" GYPSUM WALL BOARD ON VAPOR RETARDER 1X8 SHIP-LAPPED SIDING HORIZONTAL OR 1X6 T&G (SQUARE EDGES) VERTICAL REFER TO EXTERIOR ELEVATIONS FOR TYPE OF EXTERIOR CLADDING 2" NOMINAL THIN STONE VENEER ON DRAINAGE PLAIN SYSTEM WITH WEEPS AT BOTTOM OF THE WALL TYPICAL WOOD SIDING CLAD WALL TYPE TYPICAL WALL TYPE WITH STONE VENEER WALL SHEATHING WITH THERMAL AND AIR INFILTRATION BARRIER ON EXTERIOR FACE WALL SHEATHING WITH THERMAL AND AIR INFILTRATION BARRIER ON EXTERIOR FACE R-15 BLOWN-IN BATT INSULATION TO FILL REMAINDER OF 2X6 STUD WALL CAVITY. R-13 SRRAY 2" OF FOAM INSULATION ON INTERIOR FACE OF EXTERIOR WALL SHEATHING TOTAL R-VAULE OF WALL = R-28 R-15 BLOWN-IN BATT INSULATION TO FILL REMAINDER OF 2X6 STUD WALL CAVITY. R-13 SRRAY 2" OF FOAM INSULATION ON INTERIOR FACE OF EXTERIOR WALL SHEATHING TOTAL R-VAULE OF WALL = R-28 863.9 SF Lower Level Area 682.3 SF Garage 1665.1 SF Main Level Area 733.5 SF Upper Level Area 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDateREVISIONSNOT FOR CONSTRUCTION3/1/2021 9:55:03 AMA0.2ECO SHEET2103LONGSUN RESIDENCESP & Z REVIEW SET03-01-21HOUSE 2 Single Family Residences5150 Longsun Lan, Lot 61B (SOUTH)Wildridge Subdivision, Avon CO 8162012" = 1'-0" ECO SHEET NOTES 12" = 1'-0" DESIGN INSULATION VALUES 1" = 1'-0"3 ALTERNATE EXTERIOR WALL DETAILS WITHOUT CONTINUOUS INSULATION -2" SPRAY AND 3 1/2" BATT 1/8" = 1'-0"1 A1.0 LOWER LEVEL 1/8" = 1'-0"4 A2.0 MAIN LEVEL 1/8" = 1'-0"5 A3.0 UPPER LEVEL Area Schedule (Gross Building) Name Area Lower Level Area 863.9 SF Main Level Area 1665.1 SF Upper Level Area 733.5 SF Grand total: 3 3262.6 SF Area Schedule (Gross garage) Name Area Garage 682.3 SF Grand total: 1 682.3 SF ALTERNATE INSULATION METHOD No.DescriptionDateAttachment B 8515.13 8515.50 8515.61 8515.83 8516.43 8516.99 0.6505 ACRES 5150 LONGSUN LANE ELECTRIC MANHOLE SEWER MANHOLE RIM ELEVATION = 8515.40' INVERT ELEVATION = 8508.20' SEWER MANHOLE CATV PEDESTAL INDICATES AN EVERGREEN TREE INDICATES A DECIDUOUS TREE EDGE OF ASPHALT ROADWAY 18" CMP INVERT IN = 8512.94' LOT 61 LOT 60 LOT 69 LONGSUN LANE (50' R.O.W.)LOT 66 BUILDING SETBACK FOUND REBAR WITH A PLASTIC CAP FOUND REBAR WITH A 1 1_ 2" ALUMINUM CAP (ELEVATION = 8514.08') UTILITY & DRAINAGE EASEMENT SLOPE MAINTENANCE, DRAINAGE AND SNOW STORAGE EASEMENT UTILITY & DRAINAGE EASEMENT UTILITY & DRAINAGE EASEMENT N 7 9 °4 3 '0 1 " E - 1 6 8 .5 8 'S 29°48'30" E - 153.85' S 7 9 °2 0 '0 1 " W - 2 2 0 .0 0 'N 10°17'00" W - 146.47'85168516851885208522852485268528853085328534853685388540854285448546854885148516851685188520852285248526852885308532853485368538854085428544854685208522852485268528853085328534853685388540854285188516'-4" +4 % F O R T H E F I R S T 2 0 ' 6 .4 % S L O P E 8518'-0" + 8517'-6" + 8517'-4" + 4 % F O R T H E F I R S T 2 0 ' 8516'-7" + 8518'-0" + 8519'-0" + 8520'-0" +8534853885368532853085288 5 2 6 852 4 852285208 5 1 8 85168516851485388536853285308 5 2 88526 85387 % S L O P E 5 .2 % S L O P E 5 % S L O P E 8 5 2 8852285248520852485228521 8513'-6" +8 5 2 6 8 5 2 4 8522'-6"+ 852 4 85348513'-2" +8514'-6" +8514'-4" +8516852085228523'-0"+8528'-9"8528'-6"8 5 2 8 8528'-6"8530'-0"8529'-0"8 5 3 0 8528'-6"85 28 '-6"7'-6"10'-0"7'-6"1 0 '-0 "10'-0"2 5 '-0 "10'-0"S S E TV DWWD DWWD WNATURAL :8524'-0 RIDGE ELEV: RIDGE HT:28'-11 7/8" 8539' - 5 5/16" NATURAL :8520'-1 NEW GRADE : 8518'-6" RIDGE ELEV: RIDGE HT:29'-7 1/2" 8547' - 6 3/16" NATURAL : 8522'-6" NEW GRADE : 8520'-0" RIDGE ELEV: RIDGE HT : 27'-6 3/16" 8554' - 2 7/8" NATURAL :8524'-0" RIDGE ELEV: RIDGE HT: 30'-2 7/8 "PROPOSED LOT 61A13,251.2 S.F.WI TH 4600 S.F. = NON DEVELOPABLE ZONE(34.7% OF SI TE)PROPOSED LOT 61B15,084.58 S.F.WI TH 5270 S.F. = NON DEVELOPABLE ZONE(34.9% OF SI TE) 8552' - 11 7/8" 8548' - 2 1/2" NATURAL :8531'-10 NEW GRADE : 8528'-6" RIDGE ELEV: RIDGE HT:24'-5 7/8" 8552' - 11 7/8" NATURAL : 8529'-0" NEW GRADE : 8529'-6" RIDGE ELEV: RIDGE HT : 25'-2 7/8" 8554' - 2 7/8" 8530' - 1 3/4"3:123:123:123:123:123 :1 2 3 :1 2 3:123:123:123:12BUILDING ENVELOPE BUILDING ENVELOPE 1 6 ' - 0 " 1 6 ' - 0 1 1 /1 6 " 1 8 ' - 6 1 1 /1 6 "LIMITS OF DISURBANCE FENCINGLIMITS OF DISURBANCE FENCINGLIMITS OF DISURBANCE FENCING ON PROPERTY LINELIMITS OF DISURBANCE FENCING ON PROPERTY LINEPROVIDE SILT FENCING AT LOW SIDE OF FENCE TO CONTROL DEBRIS IN DITCH5 0 S .F . S N O W S T O R A G E 1 5 0 S .F . S N O W S T O R A G E 5 0 S .F . S N O W S T O R A G E 1 5 0 S .F . S N O W S T O R A G E 3 5 '-6 " T O E N V E L O P E ZONING INFORMATION-Lot 61A Lot 61A Area = .304 acres = 13,242.24 s.f. Maximum Lot Coverage Allowed = 50% of Lot Area 13,242.24 s.f.= 6,621.12 s.f. Minimum Landscape Area Allowed = 25% of Lot Area 13,242.24 s.f.= 3,310.56 s.f. Platted Building Envelope = 3816 s.f. (allowed by plat) Bulding Height = 29'-7 1/2"(<32'-6" allowed by plat) Proposed Livable Area =3868.8 s.f. (includes 192.4 s.f. upper storage (<3,900 s.f. allowed by plat) Proposed Garage Area =736 s.f. total =4.604.8 s.f. Proposed Lot coverage by building/footprint =1,658.7 s.f. (allowed footprint of <1,800 s.f. by plat) Proposed Impervious area (Building ) 1,658.7 s.f. + 948.7 s.f. drive +130 s.f. front+262 s.f. rear terrace =2,999.4 s.f. Proposed Landscape area (Lot area= 13,242.24 s.f.)-(imperv. total 2,999.4 s.f.) = 10,242.84 s.f. Landscape area ( 77.35%) Platted no disturb area = 4,600 s.f. (per plat) Proposed Temp Irrigation only in reveg. seeded areas. Temp irrigation to be removed after establiment of seeded areas. Setbacks: defined envelope Parking: 3 required, 2 inside garage and 1 outside = 3 spaces Snow Storage: 20% of 948.7 s.f. Drive area. = 190 s.f. (At least 6’in any dimension and not deeper than 12’) ZONING INFORMATION-Lot 61B Lot 61A Area = .3465 acres = 15,093.54 s.f. Maximum Lot Coverage Allowed = 50% of Lot Area 15,093.54 s.f.= 7,546.77 s.f. Minimum Landscape Area Allowed = 25% of Lot Area 15,093.54 s.f.= 3,773.39 s.f. Platted Building Envelope = 3818 s.f. (allowed by plat) Bulding Height =30'-2 7/8" (<32'-6" allowed by plat) Proposed Livable Area =3868.8 s.f. (<3,300 s.f. allowed by plat) Proposed Garage Area =736 s.f. total =4.604.8 s.f. Proposed Lot coverage by building/footprint =1,546.2 s.f. (allowed footprint of <1,650 s.f. by plat) Proposed Impervious area (Building ) 1,546.2 s.f. + 1,107 s.f. drive +130 s.f. front+280 s.f. rear terrace =1,956.2 s.f. Proposed Landscape area (Lot area= 15,093.54 s.f.)-(imperv. total 1,956.2 s.f.) = 13,137.34 s.f. Landscape area ( 87.0%) Platted no disturb area = 5,270 s.f. (per plat) Proposed Temp Irrigation only in reveg. seeded areas. Setbacks: defined envelope Parking: 3 required, 2 inside garage and 1 outside = 3 spaces Snow Storage: 20% of 1,107s.f. Drive area. = 204 s.f. (At least 6’in any dimension and not deeper than 12’)970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDateREVISIONS2/25/2021 8:32:46 PMA1.0SITE PLAN TRUE NORTH2103LONGSUN RESIDENCESP & Z REVIEW SET03-01-21LOT SPLIT5150 LONGSUN LANE, LOT 61AVON COLORADONo.DescriptionDate1" = 10'-0"1 SITE PLAN True North Lot sizes: 61A = .3040 acres X43,560 = 13,242.24 s.f. 61B= .3465 acres X43,560 = 15.-93.54 s.f. Plat note 10: A. Enhanced landscaping: a. non developable area is designated as: • 61A=4,600 S.F. • 61B= 5,270 S.F. b. Additional landscaping units. • 61A is to provide 16 landscape units greater than minimum (example:16 units= (4) 1.5”-2.5”caliber/clump trees) • 61B is to provide 16 landscape units greater than minimum (example:16 units= (4) 1.5”-2.5”caliber/clump trees) B. Building setbacks are defined by building envelope.Side yard width from property line to envelope = 10’-0”(20’-0”between envelopes) C. Defined Building Envelopes 61A (north) 53.0’X72.0’= 3,816 s.f. and 61B (south) = 52.75’X 72.0’”=3,798 s.f. The building footprint, decks, roof overhangs, architectural projections, and on-grade terraces will be kept within the building envelopes. A. Building height restriction is to be 32.5’(2.5’LESS THAN code allowed) B. Designated architectural massing will be limited to a total footprint and total square footage of: a. 61A = footprint limit of 1,800 s.f. and total building habitable s.f. limit of 3,900 s.f. b. 61B = footprint limit of 1,650 s.f. and total building habitable s.f. limit of 3,300 s.f. 12" = 1'-0" ZONING SUMMARY Attachment B 8515.138515.508515.618515.838516.438516.990.6505 ACRES5150 LONGSUN LANEELECTRIC MANHOLESEWER MANHOLERIM ELEVATION = 8515.40'INVERT ELEVATION = 8508.20'CATV PEDESTALINDICATES ANEVERGREEN TREEINDICATES ADECIDUOUS TREEELECTRICTRANSFORMEREDGE OF ASPHALTROADWAY18" CMPINVERT IN = 8512.94'LOT 61LOT 60LOT 62LONGSUN LANE (50' R.O.W.)LOT 66BUILDINGSETBACKFOUND REBAR WITH A PLASTIC CAPP.L.S. No. 26626(ELEVATION = 8517.29')FOUND REBAR WITH A 11_2"ALUMINUM CAP(ELEVATION = 8514.08')SLOPE MAINTENANCE, DRAINAGEAND SNOW STORAGE EASEMENTUTILITY & DRAINAGEEASEMENTUTILITY & DRAINAGEEASEMENTN 79°43'01" E - 168.58'S 79°20'01" W - 220.00'N 10°17'00" W - 146.47'8516851685188520852285248526852885308532853485368538854085428 5 4 485468548 85148 5 1 6 851685188520852285248526852885308532853485368538854085428 5 4 4 8546852085228524852685288530853285348536853885408542851685188519'-0"85 20 '-6 "8522'-0"8523'-6"8516'-4" +4% FOR THE FIRST 20'6.4% SLOPE8518'-0" +8517'-6" +8518'-6" +8517'-4" +4% FOR THE FIRST 20'8516'-7" +8518'-0" +8519'-0" +8520'-0" +8534853885368532853085288526852485228520851885168516851485388536853285308 5 2 8 8526853885307% SLOPE5.2% SLOPE8518'-0" +5% SLOPE85288522852485208524852285218513'-6" +8 5 2 6 8 5 2 4 8522'-6"+852485348513'-2" +8514'-6" +8514'-4" +85168520 8 5 2 2 8523'-0"+8528'-9" 8528'-6"85288528'-6"85 30 '-0" 85 29 '-0" 8 5 3 0 8528'-6"8528'-6"7'-6"10'-0"7'-6"10'-0"10'-0"25'-0"10'-0"SSETVDWWD DWWD True North Project North 8519' - 0" 8515' - 2"8517' - 0"42' - 6"8520' - 6" 8520' - 0" 8530' - 7 3/4" 8529' - 1 3/4" 8518' - 6" BUILDING ENVELOPE BUILDING ENVELOPE BUILDING ENVELOPE VIEW PATH TO SAWATCH EXISTING FRONT YARD SETBACK P R O P O S E D L O T 6 1 A .3 0 4 0 a cr e s = 1 3 ,2 4 2 .2 4 S .F .W I T H 4 6 0 0 S .F . = N O N D I S T U R B Z O N E (3 4 .7 % O F S I T E ) P R O P O S E D L O T 6 1 B .3 4 6 5 a c r e s = 1 5 ,0 8 4 .5 8 S .F .W I T H 5 2 7 0 S .F . = N O N D I S T U R B Z O N E (3 4 .9 % O F S I T E ) 10' - 0"10' - 0" 1' - 9 1/2"49' - 0" 2' - 2 3/8" T.O. WALL B.O. WALL 8532'-0" 8528'-0" 4'-0" T.O. WALL B.O. WALL 8534'-0" 8530'-0" 4'-0" T.O. WALL B.O. WALL 8534'-0" 8534'-0" 2'-0" T.O. WALL B.O. WALL 8526'-0" 8522'-0" 4'-0" T.O. WALL B.O. WALL 8526'-0" 8523'-0" 3'-0" T.O. WALL B.O. WALL 8526'-0" 8522'-0" 4'-0" T.O. WALL B.O. WALL 8524'-0" 8522'-0" 4'-0" B.O. WALL 8534'-0" 8530'-0" 4'-0" T.O. WALL LIMITS OF DISURBANCE FENCING LIMITS OF DISURBANCE FENCING LIMITS OF DISURBANCE FENCING ON PROPERTY LINE LIMITS OF DISURBANCE FENCING ON PROPERTY LINE PROVIDE SILT FENCING AT LOW SIDE OF FENCE TO CONTROL DEBRIS IN DITCH 50 S.F. SNOW STORAGE150 S.F. SNOW STORAGE50 S.F. SNOW STORAGE150 S.F. SNOW STORAGES IG H T L IN E --- D R IV E R T O D R IV E R 2 0 0 ' - 0 "BETWEEN DRIVES 71' - 3" BETWEEN DRIVES 131' - 4 3/4"0"7 1 ' - 4 7 /1 6 "970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDateREVISIONS2/25/2021 8:32:47 PMA1.1SITE PLAN2103LONGSUN RESIDENCESP & Z REVIEW SET03-01-21LOT SPLIT5150 LONGSUN LANE, LOT 61AVON COLORADONo.DescriptionDate1" = 10'-0"1 0 SITE PLAN 1" = 40'-0"2 AERIAL Attachment B 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDateREVISIONS2/25/2021 8:32:48 PMA1.1.1PHOTOS PF VIEWS2103LONGSUN RESIDENCESP & Z REVIEW SET03-01-21LOT SPLIT5150 LONGSUN LANE, LOT 61AVON COLORADONo.DescriptionDateSTANDING ON THE ROAD LOOKING EAST AROUND THE SITE STANDING ON SITE, LOOKING WEST STANDING AT LIVING ROOM OF NORTH HOME LOOKING SOUTH AT THE SAWATCH RANGE Attachment B 8515.138515.508515.618515.838516.438516.990.6505 ACRES5150 LONGSUN LANESEWER MANHOLECATV PEDESTALELECTRICTRANSFORMERLOT 61LOT 69LOT 66BUILDINGSETBACKUTILITY & DRAINAGEEASEMENTUTILITY & DRAINAGEEASEMENTUTILITY & DRAINAGEEASEMENTN 79°43'01" E - 168.58'S 2 9 °4 8 '3 0 " E - 1 5 3 .8 5 'S 79°20'01" W - 220.00'N 10°17'00" W - 146.47'8516851685188520852285248526852885308532853485368538854085428 5 4 485468548 85148 5 1 6 8516851885208522852885308532853485368538854085428 5 4 4 8546852085228524852685288530853285348536853885408542851685188519'-0"85 20 '-6 "8522'-0"8523'-6"8516'-4" +4% FOR THE FIRST 20'6.4% SLOPE8518'-0" +8517'-6" +8518'-6" +8517'-4" +4% FOR THE FIRST 20'8516'-7" +8518'-0" +8519'-0" +8520'-0" +8534853885368532853085288526852485228520851885168516851485388536853285308 5 2 8 8526853885307% SLOPE5.2% SLOPE8518'-0" +5% SLOPE85288522852485208524852285218513'-6" +8 5 2 6 8 5 2 4 8522'-6"+852485348513'-2" +8514'-6" +8514'-4" +85168520 8 5 2 2 8523'-0"+8528 '-9" 8528'-6"85288528'-6"85 30 '-0" 8529'-0" 8 5 3 0 8528'-6"8528'-6"7'-6"10'-0"7'-6"10'-0"10'-0"25'-0"10'-0"SSETVDWWD DWWD True North Project North 8519' - 0" 8515' - 2"8517' - 0"42' - 6"8520' - 6" 8520' - 0" 8530' - 7 3/4" 8529' - 1 3/4" 25' - 5 5/8" 14' - 0" 14' - 0" 8518' - 6" BUILDING ENVELOPE BUILDING ENVELOPE VIEW PATH TO SAWATCH EXISTING FRONT YARD SETBACK P R O P O S E D L O T 6 1 A 1 3 ,2 4 2 .2 4 S .F .W I T H 4 6 0 0 S .F . = N O N D I S T U R B Z O N E (3 4 .7 % O F S I T E ) P R O P O S E D L O T 6 1 B 1 5 ,0 9 3 .5 4 S .F .W I T H 5 2 7 0 S .F . = N O N D I S T U R B Z O N E (3 4 .9 % O F S I T E ) 10' - 0"10' - 0"Q AQ A Q A Q A Q A Q A Q AQ A Q A Q AQ AQ AQA Q A Q A Q AQ A Q A Q A Q A Q AQ ALLLLC E LLLLLLC E C E C E C E C E C ELLLL LLS P S PSP S P S P S P Q AQ AQ AS P S P S P S PSP S P LLLLLLLLLLFC FCQAFC CS S P S P C E C E C E C E C E C E C E C E C E C E C E C E C E C E C E C E LLLLLLC E C ECECE C E C E C E C E C E QA Deciduous Trees Count QUAKING ASPEN (POPULUS TREMULOIDES) 1.5" to 2.5" CAL.(7) 2.5" to 4" CAL. (4) . Size 11 12 Symbol Name Deciduous Shrubs LL DWARF KOREAN LILAC (SYRINGA MEYERI 'PALABIN') OR Fendler ceanothus, mountain-lilac #5.10 27 CE #5 12COTONEASTER DAMMERI CORAL BEAUTY (COTONEASTER DAMMERI) GC Perennial Ground covers 1085 square feet of cover. CS Conifer Trees 6'-8' tall 0 0 Colorado Spruce (Picea pungens) Mulched Areas SHREDDED BARK MULCHED AREA -AROUND TREES AND SHRUBS NOT COVERED BY GROUND COVER Natural Grass Areas (reveg) MIX OF GRASSES AND FESCUE SEED. ARKANSAS VALLEY SEED COMPANY, NATIVE LOW GROW MOUNTAIN MIX.SPRAY APPLIED WITH A FERTILIZER AND SEED MIX. MULCH NG Spray Irrigation to be added in areas that will become mowed lawn, temp drip irrigation in all other areas. non sod area will become more natural looking. Some sod may be added if a lawn area is desired. (Sod not to exceed 1000 s.f.) GROUND COVER NATURAL GRASS AREA IRRIGATION NOTE: 1 ALL RESEEDED AREAS ARE TO TEMPORARY DRIP IRRIGATION (4800 S.F.) 2 THE GROUND COVER AND PLANTING BEDS ARE TO RECIEVE PERMANENT MICRO SPRAY AND DRIP IRRIGATION TOTAL OF PERMANENT DRIP AND PLANTING BED MICRO SPRAY IRRIGATION AREA 12 TREES AR 50 S.F./TREE + OF 1,085 S.F. PLANTING BEDS =1685 (<80% of total L area) SNOW IN SUMMER, STONECROP, CREEPING PHLOX, NATIVE LOW -GROW GRASSES, ROCKY MTN. FESCUE 500 square feet of cover. Q A CS LLS P C E #5SP 5SPIREA, ANTHONY WATERER (Spiraea japonica ‘Anthony Waterer’) 4800 square feet of cover. FC FRUITLESS FLOWERING CRABAPPLE (Malus 'Spring Snow' ) (15' TALL MATURE HT) 2" CAL.1 FC Landscape and Irrigation table AREA MATRIX: ZONING INFORMATION-Lot 61A Lot 61A Area = .304 acres = 13,242.24 s.f. Maximum Lot Coverage Allowed = 50% of Lot Area 13,242.24 s.f.= 6,621.12 s.f. Minimum Landscape Area Allowed = 25% of Lot Area 13,242.24 s.f.= 3,310.56 s.f. Platted Building Envelope = 3816 s.f. (allowed by plat) Bulding Height = ____(<32'-6" allowed by plat) Proposed Livable Area =3868.8 s.f. (includes 192.4 s.f. upper storage (<3,900 s.f. allowed by plat) Proposed Garage Area =736 s.f. total =4.604.8 s.f. Proposed Lot coverage by building/footprint =1,658.7 s.f. (allowed footprint of <1,800 s.f. by plat) Proposed Impervious area (Building ) 1,658.7 s.f. + 948.7 s.f. drive +130 s.f. front+262 s.f. rear terrace =2,999.4 s.f. Proposed Landscape area (Lot area= 13,242.24 s.f.)-(imperv. total 2,999.4 s.f.) = 10,242.84 s.f. Landscape area ( 77.35%) Platted no disturb area = 4,600 s.f. (per plat) Proposed Temp Irrigation only in reveg. seeded areas. Temp irrigation to be removed after establiment of seeded areas. Landscape Units = 10,242.84 s.f. (lanscape area) -4,600 s.f. of undeveloped area=5,642.84 / 50 s.f. per unit =113 units 25% Landscape Units to be provided be trees = 25% of 113 units =28.25 units by trees Plat has an additional 16 landscape units to be added to total (113 units+16 units = 129 units) Landscape Material (trees)New Existing retained Units Deciduous 1.5" -2.5" caliper/clump = 4 units per tree X 8=32 4 units per tree X 0 =0 32 units Deciduous 2.5" -4" caliper/clump = 7 units per tree X 4=28 9 units per tree X 0 =0 28 units Evergreen 6'-8' high =6 units per tree X 1 =0 11 units per tree X 0=0 0 units Landscape Material (shrubs)New Existing retained Units Shrubs, 5 gallon = 1 unit per shrub X 20 =20 1.2 units per shrub X 0 =0 28 units Perennial Ground covers Units 1 unit per 400 s.f. 1085 s.f. proposed / 400 s.f.=1 units 2.7 units Hardscape Material Units Awarded calculation Units Shredded Bark (mulch at planting beds around trees)1/500 s.f. 500 s.f. planting bed area/500 =1 1 Units subtotal 92.7 units Retained Existing Vegetation Mass Bonus Landscape Units Awarded 300+ square feet of native Vegetation 10% Proposed Undevelopable Area = 4,600 s.f.< 300 s.f. Bonus to be applied 10 % of 92.7 units = 9.27 9.27 units subtotal 102 units Drip Irrigation Bonus Landscape Units Awarded 80% or more of total landscaped area on temporary irrigation 50% 10,242.84 s.f. Landscape area (PERM IRRIGATION= 1685 s.f. is <80%) 50 % of 102 units = 51 Bonus to be applied 51 units Total Landscape Units Proposed (129 required)153 units NOTE: TREES WITHIN UTILITY EASEMENTS ARE NOT COUNTED IN UNIT TOTAL QA Deciduous Trees Count QUAKING ASPEN (POPULUS TREMULOIDES) 1.5" to 2.5" CAL.(7) 2.5" to 4" CAL. (4) Size 11 13 Symbol Name Deciduous Shrubs LL DWARF KOREAN LILAC (SYRINGA MEYERI 'PALABIN') OR Fendler ceanothus, mountain-lilac #5.6 35 CE #5 20COTONEASTER DAMMERI CORAL BEAUTY (COTONEASTER DAMMERI) GC Perennial Ground covers 800 square feet of cover. CS Conifer Trees 6'-8' tall 1 1 Colorado Spruce (Picea pungens) Mulched Areas SHREDDED BARK MULCHED AREA -AROUND TREES AND SHRUBS NOT COVERED BY GROUND COVER Natural Grass Areas (reveg) MULCH NG GROUND COVER NATURAL GRASS AREA SNOW IN SUMMER, STONECROP, CREEPING PHLOX, NATIVE LOW-GROW GRASSES, ROCKY MTN. FESCUE 1000 square feet of cover. Q A CS LLS P C E #5SP 9SPIREA, ANTHONY WATERER (Spiraea japonica ‘Anthony Waterer’) 5600 square feet of cover. FC FRUITLESS FLOWERING CRABAPPLE (Malus 'Spring Snow' ) (15' TALL MATURE HT) 2" CAL.2 FC Landscape and Irrigation table AREA MATRIX: ZONING INFORMATION-Lot 61B Lot 61A Area = .3465 acres = 15,093.54 s.f. Maximum Lot Coverage Allowed = 50% of Lot Area 15,093.54 s.f.= 7,546.77 s.f. Minimum Landscape Area Allowed = 25% of Lot Area 15,093.54 s.f.= 3,773.39 s.f. Platted Building Envelope = 3818 s.f. (allowed by plat) Bulding Height = ____(<32'-6" allowed by plat) Proposed Livable Area =3868.8 s.f. (<3,300 s.f. allowed by plat) Proposed Garage Area =736 s.f. total =4.604.8 s.f. Proposed Lot coverage by building/footprint =1,546.2 s.f. (allowed footprint of <1,650 s.f. by plat) Proposed Impervious area (Building ) 1,546.2 s.f. + 1,107 s.f. drive +130 s.f. front+280 s.f. rear terrace =1,956.2 s.f. Proposed Landscape area (Lot area= 15,093.54 s.f.)-(imperv. total 1,956.2 s.f.) = 13,137.34 s.f. Landscape area ( 87.0%) Platted no disturb area = 5,270 s.f. (per plat) Proposed Temp Irrigation only in reveg. seeded areas. Temp irrigation to be removed after establiment of seeded areas. Landscape Units = 13,137.34 s.f. (lanscape area) -5,270 s.f. of undeveloped area=7,867.34 / 50 s.f. per unit =158 units 25% Landscape Units to be provided be trees = 25% of 158 units =39.34 units by trees Plat has an additional 16 landscape units to be added to total (158 units+16 units = 174 units) Landscape Material (trees)New Existing retained Units Deciduous 1.5" -2.5" caliper/clump = 4 units per tree X 9=36 4 units per tree X 0 =0 36 units Deciduous 2.5" -4" caliper/clump = 7 units per tree X 4=28 9 units per tree X 0 =0 28 units Evergreen 6'-8' high =6 units per tree X 1 =6 11 units per tree X 0=0 6 units Landscape Material (shrubs)New Existing retained Units Shrubs, 5 gallon = 1 unit per shrub X 35 =35 1.2 units per shrub X 0 =0 35 units Perennial Ground covers Units 1 unit per 400 s.f. 800 s.f. proposed / 400 s.f.=2 units 2 units Hardscape Material Units Awarded calculation Units Shredded Bark (mulch at planting beds around trees)1/500 s.f. 500 s.f. planting bed area/500 =1 1 Units subtotal 108 units Retained Existing Vegetation Mass Bonus Landscape Units Awarded 300+ square feet of native Vegetation 10% Proposed Undevelopable Area = 5,270 s.f.< 300 s.f. Bonus to be applied 10 % of 108 units = 10.8 10.8 units subtotal 118.8 units Drip Irrigation Bonus Landscape Units Awarded 80% or more of total landscaped area on temporary irrigation 50% 50 % of 118.8 units = 59.4 Bonus to be applied 59.4 units 13,137.34 s.f. Landscape area (PERM IRRIGATION= 1650 s.f. is <80%) Total Landscape Units Proposed (174 units required)178.2 units NOTE: TREES WITHIN UTILITY EASEMENTS ARE NOT COUNTED IN UNIT TOTAL MIX OF GRASSES AND FESCUE SEED. ARKANSAS VALLEY SEED COMPANY, NATIVE LOW GROW MOUNTAIN MIX.SPRAY APPLIED WITH A FERTILIZER AND SEED MIX. IRRIGATION NOTE: 1 ALL RESEEDED AREAS ARE TO TEMPORARY DRIP IRRIGATION (4800 S.F.) 2 THE GROUND COVER AND PLANTING BEDS ARE TO RECIEVE PERMANENT MICRO SPRAY AND DRIP IRRIGATION TOTAL OF PERMANENT DRIP AND PLANTING BED MICRO SPRAY IRRIGATION AREA 13 TREES AR 50 S.F./TREE + OF 1000 S.F. PLANTING BEDS =1,650 s.f.(<80% of total L area) Spray Irrigation to be added in areas that will become mowed lawn, temp drip irrigation in all other areas. non sod area will become more natural looking. Some sod may be added if a lawn area is desired. (Sod not to exceed 1000 s.f.)970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDateREVISIONS3/1/2021 10:14:52 AMA1.2LANDSCAPE PLAN2103LONGSUN RESIDENCESP & Z REVIEW SET03-01-21LOT SPLIT5150 LONGSUN LANE, LOT 61AVON COLORADONo.DescriptionDate1" = 10'-0"1 LANDSCAPE 1/8" = 1'-0" LANDSCAPE LEGEND 61A 1/8" = 1'-0" LANDSCAPE LEGEND 61B Attachment B 8515.138515.508515.618515.838516.438516.990.6505 ACRES5150 LONGSUN LANEELECTRIC MANHOLESEWER MANHOLERIM ELEVATION = 8515.40'ERT ELEVATION = 8508.20'SEWER MANHOLECATV PEDESTALINDICATES ANEVERGREEN TREEINDICATES ADECIDUOUS TREEELECTRICTRANSFORMEREDGE OF ASPHALTROADWAY18" CMPINVERT IN = 8512.94'LOT 61LOT 60LOT 62LONGSUN LANE (50' R.O.W.)LOT 66BUILDINGSETBACKREBAR WITH A PLASTIC CAPP.L.S. No. 26626(ELEVATION = 8517.29')UND REBAR WITH A 11_2"ALUMINUM CAP(ELEVATION = 8514.08')UTILITY & DRAINAGEEASEMENTOPE MAINTENANCE, DRAINAGED SNOW STORAGE EASEMENTUTILITY & DRAINAGEEASEMENTUTILITY & DRAINAGEEASEMENT7'-6"10'-0"7'-6"10'-0"10'-0"25'-0"10'-0"SSETVDWWD DWWD True North Project North ELEC ELEC ELEC ELEC ELECELECELECELECGAS METER OM GABLE END CONNECT TO GAS LINE IN EASEMENT GAS METER ON GABLE END CONNECT TO GAS LINE IN EASEMENTGAS GASSEWERSEWERSEWERSEWERSEWER SEWER CONNECT TO WATER LINE IN EASEMENTEXISTING SEWER LINEEXISTING SEWER LINEWATERWATERWATERWATERCONNECT TO WATER LINE IN EASEMENT CABLE TV AND PHONECABLE TV AND PHONECABLE TV AND PHONESOIL STORAGE SOIL STORAGE DUMPSTERTO BE SHARED(2) JOB SIGNS JOB TOILET MATERIAL STAGING AND STORAGE IN DRIVE AND WITHIN GARAGE CABLE TV AND PHONE CABLE TV AND PHONE LIMITS OF DISURBANCE FENCING LIMITS OF DISURBANCE FENCING LIMITS OF DISURBANCE FENCING ON PROPERTY LINE LIMITS OF DISURBANCE FENCING ON PROPERTY LINE PROVIDE SILT FENCING AT LOW SIDE OF FENCE TO CONTROL DEBRIS IN DITCH MATERIAL STAGING AND STORAGE IN DRIVE AND WITHIN GARAGE CONSTRUCTION PARKING IN DRIVE AND ALONG ROAD CONSTRUCTION PARKING IN DRIVE AND ALONG ROAD DURING CONSTRUCTION A 2" DEEP x10 WIDE GRAVEL TRACKING PAD SHALL BE PLACED AT THE ACCESS POINT TO THE SITE DURING CONSTRUCTION A 2" DEEP x10 WIDE GRAVEL TRACKING PAD SHALL BE PLACED AT THE ACCESS POINT TO THE SITE 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDateREVISIONS2/25/2021 8:32:53 PMA1.3CONSTRUCT. MGMT2103LONGSUN RESIDENCESP & Z REVIEW SET03-01-21LOT SPLIT5150 LONGSUN LANE, LOT 61AVON COLORADONo.DescriptionDate1" = 10'-0"1 CONSTRUCTION MANAGEMENT PLAN ERROSION CONTROL: 1 PROVIDE STRAW ON ALL RESEEDED AREAS TO STABLIZE THE TOP SOIL. 2 PROVIDE SILT FENCE ON THE LOW SIDE OF THE SIDE AND ADJACENT TO DRAINAGE SWALES 3 PROVIDE STAKED JUTE ROLLS AT DRAINAGE SWALES THAT ARE NOT CONTROLLED BY STRAW OR SILT FENCE USE GREEN VERSION OF CONSTRUCTION FENCING GENERAL NOTE: DRIVE ACCESS IMPROVEMENTS OUTSIDE OF THE PROPERTY LINE ARE SUBJECT TO RIGHT-OF-WAY PERMIT Attachment B UP DN DWWD 13' - 0"9' - 6"23' - 0"43' - 6"29' - 8 1/2"cubbies under stair open railing STAIR AND LIGHT WELL 7' - 3"4' - 3"6' - 10"5 1/2"8"4"8' - 1 1/2"2' - 6"11' - 5" 8520' - 6"4 A4.0 1 A4.0 3' - 0 1/2"18' - 0"1' - 0 1/2" 11"4"8" 5 1/2" 13' - 6 1/2"6' - 4"22' - 3 1/2"11 1/2" 4" 7' - 3 1/2"2' - 6"5' - 8 1/2"10' - 7 1/2"4' - 10 1/4"8' - 1 1/4"5 1/2"17' - 9"12' - 5"4"13' - 0"8"5 1/2"5' - 6 1/2"6' - 6 1/2"16' - 10"8520' - 0" METER CLOSET 2 A4.0 3 A4.0 FD FD FD GARAGE 100 MECH 101 MUDROOM 102 ENTRY 103 BEDROOM 104 CLOSET 105 BATH 106 COATS 107 1' - 1 1/2" 5' - 10 1/2"5 1/2"10' - 1"4' - 11 1/2" 100A 104A 107 4S 3S 103 1S 106A 2S 104B 1"LOW UNDER STAIR STORAGE 1' - 9" UNIT DIM 9' - 0"2' - 3" 2' - 7"5' - 3 1/2"9' - 0"4' - 6" 2' - 10"4' - 5"2' - 3" 1' - 1"3' - 6"1' - 2" 3' - 0" 9" 2' - 9 1/2"18' - 6"7"8" 105 1' - 6"3' - 6"18' - 0" 22' - 6"6"8' - 2 1/2"8' - 2 1/2"7' - 3"11' - 1"1' - 1 1/2"4"22' - 11 1/2"6' - 11 1/2"HOME OFFICE OR STORAGE 108 3' - 9"21' - 8 1/2"22' - 6" 14' - 8"7' - 0 1/2"22' - 6"43' - 6"14' - 3"17' - 11 1/2"8' - 10 1/4"STAIR AND LIGHT WELL UP 4 A4.0 1 A4.0 15' - 6"12' - 3"3' - 8 1/2"7' - 7 1/2"7' - 0"13' - 9"4' - 0"5 1/2"3' - 2"13' - 0"48" RANGE3' - 6 1/2" 22' - 6" 2' - 6"4' - 5 1/2"18' - 5 1/2" 2 A4.0 3 A4.0 LIVING ROOM 200 DINING 201KITCHEN 202 1' - 9"7' - 6"12' - 9 1/2" LAUNDRY 205 BATH 206 11' - 9 1/2"11' - 9 1/2"6' - 11"2' - 6" MASTER BATH 210 WC 209 HER M. CLOSET 211 3' - 8"7' - 4"4' - 6"4' - 5"18' - 1" MASTER BEDROOM 213 R @ 6 3/4"9 210 5S7S 209 5' - 5 1/2"4' - 6"9' - 6"Heat-N-Glo Slim Line Fusion 36, SL-7F, clean face gas fireplace (31 1/2"X22 3/16" glass face) (sealed gas appliance) 2' - 6"1' - 3" HALL 203 6' - 2"4' - 9"11' - 1 1/2" 4' - 7 1/2"10' - 0"8' - 3 1/2"TV ABOVE FIREPLACE(65" TV 57 1/2"X33" tall)9' - 0 1/2"11' - 7"3' - 1" linen 3' - 10"5 1/2"8' - 0 1/2"5 1/2"14' - 0"36" REF2' - 6"3' - 0"2' - 6"1 1/2"3' - 3"2' - 0"2' - 0"3' - 0"3' - 1"2' - 0"2' - 0"22' - 0 1/2"1 1/2"3' - 2"2' - 9"2' - 9"1' - 9"3' - 1"4' - 3 1/2" 1' - 9 1/2" 15' - 10"3' - 5"4' - 9" 3 1/2" HIS M. CLOSET 212 BEDROOM 207 PANTRY 204 7' - 7 1/2"970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDateREVISIONSNOT FOR CONSTRUCTION3/1/2021 9:55:05 AMA2.0LOWER AND MAIN PLANS2103LONGSUN RESIDENCESP & Z REVIEW SET03-01-21HOUSE 2 Single Family Residences5150 Longsun Lan, Lot 61B (SOUTH)Wildridge Subdivision, Avon CO 81620Project North 1/4" = 1'-0"1 A1.0 LOWER LEVEL 1/4" = 1'-0"2 A2.0 MAIN LEVEL Project North Area Schedule (Gross Building) Name Area Lower Level Area 863.9 SF Main Level Area 1665.1 SF Upper Level Area 733.5 SF Grand total: 3 3262.6 SF +682.3 S.F. GARAGE MECHANICAL IS COUNTED WITHIN LOWER LEVEL No.DescriptionDateAttachment B DN DWWDDWWD STAIR AND LIGHT WELL 4 A4.0 4 A4.0 1 A4.0 7' - 8"open to below36" tall open railing2 A4.0 3 A4.0 3 A4.0 R @ 6 3/4"18 LOFT 300 BATH 301 CLOSET 304 BEDROOM 305 21' - 5"305 7' - 8"11' - 11"12' - 0"3' - 8"7' - 4" 44' - 2 1/2"5' - 2"14' - 7 1/2"13' - 11 1/2" BEDROOM 303 CLOSET 302 4 A4.0 4 A4.0 1 A4.0 2 A4.0 3 A4.0 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDateREVISIONSNOT FOR CONSTRUCTION3/1/2021 9:55:08 AMA2.1UPPER AND ROOF PLANS2103LONGSUN RESIDENCESP & Z REVIEW SET03-01-21HOUSE 2 Single Family Residences5150 Longsun Lan, Lot 61B (SOUTH)Wildridge Subdivision, Avon CO 816201/4" = 1'-0"1 A3.0 UPPER LEVEL 1/4" = 1'-0"2 ROOF PLAN No.DescriptionDateProject North Project North Attachment B MAIN LEVEL 8530' -7 3/4" MAIN LEVEL 8530' -7 3/4" UPPER LEVEL 8540' -11" A1.0 LOWER LEVEL 8520' -6" 8523' - 6" 8521' - 0" EXISTING GRADE 8518' - 9 11/16" 8520' - 0" 2X12 BELLY BAND WITH FLASHING AT TOP CORREGATED METAL SIDING ON 2X6 WOOD STUDS (alternate insulation method-2" spray foam and 3 1/2" BIBS, see sheet A0.2) 1x8 SHIP LAP SIDING WITH DARK FINISH ON 2X6 WOOD STUDS (alternate insulation method-2" spray foam and 3 1/2" BIBS, see sheet A0.2) METAL COLUMN WITH ADDRESS STONE VENEER ON R-5 ZIP PANEL ON 2X6 WOOD STUDS WITH R-23 BIBS INSUALTION IN CAVITY ASPHALT SHINGLES ON FULL COVERAGE WATERPROOF MEMBRANE ON ROOF SHEATHING ON 14" LVL RAFTERS WITH R-48 BIBS INSULATION (2) RECESSED LIGHT FIXTURE IN FLOOR CANTILEVER OVER LARGE GARAGE DOOR (3) RECESSED LIGHT FIXTURE IN FLOOR STRUCTURE ABOVE ENTRY 100A 103 1S 2S 3S4S 29S 5S7S ALUM. LARGE MULL COVER MATCHING THE FINISH OF THE WINDOWS 8' - 5"4' - 5"16' - 0"8' - 11"25S 9' - 0"UPPER LEVEL PLATE HT 8549' -0 1/8" 2X12 BELLY BAND WITH FLASHING AT TOP 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDateREVISIONSNOT FOR CONSTRUCTION3/1/2021 9:55:13 AMA3.0EXTERIOR ELEVATIONS2103LONGSUN RESIDENCESP & Z REVIEW SET03-01-21HOUSE 2 Single Family Residences5150 Longsun Lan, Lot 61B (SOUTH)Wildridge Subdivision, Avon CO 816201/4" = 1'-0"1 WEST ELEVATION 2 3D View 1 3 3D View 2 4 3D View 5 No.DescriptionDateAttachment B MAIN LEVEL 8530' -7 3/4" MAIN LEVEL 8530' -7 3/4" UPPER LEVEL 8540' -11" A1.0 LOWER LEVEL 8520' -6" A1.0 LOWER LEVEL 8520' -6" EXISTING GRADE 8530' - 0 1/8" 2X12 BELLY BAND WITH FLASHING AT TOP 2 A4.0 1x6 SHIP LAP SIDING WITH LIGHTER FINISH 1x8 SHIP LAP SIDING WITH DARK FINISH ASPHALT SHINGLES ON FULL COVERAGE WATERPROOF MEMBRANE ON ROOF SHEATHING ON RAFTERS. R-49 INSULATION 3 A4.0 UPPER LEVEL PLATE HT 8549' -0 1/8" MAIN LEVEL 8530' -7 3/4" UPPER LEVEL 8540' -11" A1.0 LOWER LEVEL 8520' -6"10' - 1 3/4"10' - 3 1/4"LIVING ROOM PLATE HEIGHT 8540' -2" 8529' - 6" 8523' - 6" E X I S T I N G G R A D E 8528' - 0" 8526' - 0" 8522' - 0" (2) RECESSED LIGHT FIXTURE IN FLOOR CANTILEVER OVER LARGE GARAGE DOOR (3) RECESSED LIGHT FIXTURE IN FLOOR STRUCTURE ABOVE ENTRY UPPER LEVEL PLATE HT 8549' -0 1/8" METAL SIDING EXISTING GRADE 8528' - 0" 8523' - 6"970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDateREVISIONSNOT FOR CONSTRUCTION3/1/2021 9:55:17 AMA3.1EXTERIOR ELEVATIONS2103LONGSUN RESIDENCESP & Z REVIEW SET03-01-21HOUSE 2 Single Family Residences5150 Longsun Lan, Lot 61B (SOUTH)Wildridge Subdivision, Avon CO 816201/4" = 1'-0"1 EAST ELEVATION 1/4" = 1'-0"2 SOUTH ELEVATION 1/4" = 1'-0"3 NORTH ELEVATION No.DescriptionDateAttachment B MAIN LEVEL 8530' -7 3/4" MAIN LEVEL 8530' -7 3/4" UPPER LEVEL 8540' -11" A1.0 LOWER LEVEL 8520' -6" A1.0 LOWER LEVEL 8520' -6" 2 A4.0 8' - 5"1' - 7 1/8"8' - 0"3 A4.0 8525' - 5 13/16" 8519' - 4"10"3 1/2"11' - 2" UPPER LEVEL PLATE HT 8549' -0 1/8" CLOSET 304 MASTER BATH 210 BATH 106 LIVING ROOM 200 LOFT 300 MAIN LEVEL 8530' -7 3/4" UPPER LEVEL 8540' -11" Plate Height 8549' -4 3/8" A1.0 LOWER LEVEL 8520' -6" 4 A4.0 MASTER BATH PLATE HT 8540' -6 1/8" 1 A4.0 10' - 1 3/4"10' - 3 1/4"9' - 1 1/8"1' - 2"8516' - 4" 8520' - 6" MAIN LEVEL 8530' -7 3/4" UPPER LEVEL 8540' -11" A1.0 LOWER LEVEL 8520' -6" 4 A4.0 1 A4.0 (3)1 3/4x18 W12X53 8' - 0"1 1/8"1' - 6"2' - 6"9' - 7 1/8"10' - 3 1/4"10' - 1 3/4"9' - 6 1/4"9' - 6 1/4"A1.0 LOWER LEVEL 8520' -6" MASTER BATH PLATE HT 8540' -6 1/8"9' - 10 3/8"10' - 1 3/4"2 A4.0 3 A4.0 2' - 2 1/16"9' - 10 3/8"LETS DISCUSS TALLER WINDOWS8' - 0"970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDateREVISIONSNOT FOR CONSTRUCTION3/1/2021 9:55:19 AMA4.0BUILDING SECTIONS2103LONGSUN RESIDENCESP & Z REVIEW SET03-01-21HOUSE 2 Single Family Residences5150 Longsun Lan, Lot 61B (SOUTH)Wildridge Subdivision, Avon CO 816201/4" = 1'-0"1 Section THRU STAIR AND LIVING ROOM 1/4" = 1'-0"2 Section THRU MASTER, STAIR, AND GUEST 1/4" = 1'-0"3 Section THRU LIVING ROOM AND KITCHEN 1/4" = 1'-0"4 Section THRU MASTER AND LIVING ROOM 5 3D View of fireplace and new windows No.DescriptionDateAttachment B