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PEC130035, 0036, 0037 Timber Ridge Memo with Attachments 121613
TOWN OF Memorandum TO: Planning and Environmental Commission FROM: Community Development Department DATE: December 16, 2013 SUBJECT: A request for a review of a Development Plan, pursuant to section 12 -61- 11, Development Plan Required, Housing Zone District, Vail Town Code to allow for the redevelopment of the easternmost five & 1/4 (5.24) acres of the Timber Ridge Village Apartments, with up to 113 new deed - restricted employee housing units; a request for a review of a preliminary plan and final plat, pursuant to Chapter 13 -3, Major Subdivision, Vail Town Code, to allow for a resubdivision of Lions Ridge Subdivision Filing 1, Block C, A resubdivision of Lots C1, 2, 3, 4 & 5; and a review of a variance from Section 14 -6 -7, Retaining Walls, Vail Town Code, pursuant to Chapter 12 -17, Variances, Vail Town Code, to allow for the construction of retaining walls in excess of six (6') feet in height, located at 1280 North Frontage Road/ Lots 1 -5, Block C, Lions Ridge Subdivision, Filing 1, and setting forth details in regard thereto. (PEC1 30036)(PEC1 30037)(PEC1 30035) Applicant: Gorman & Company and the Town of Vail Municipal Corporation Planner: Warren Campbell I. SUMMARY The applicants, Gorman & Company and the Town of Vail Municipal Corporation, represented by Rick Pylman, of Pylman & Associates, are requesting a review of three development applications intended to facilitate the redevelopment of the easternmost 5.24 acres of Timber Ridge Village Apartments. The proposal removes nine existing apartment buildings containing 102 apartment units, and replaces them with four new detached, three -story tall apartment buildings containing 113 rental units (70% of the constructed gross residential floor area will be deed restricted and 30% will not be deed restricted), 153 surface parking spaces and an open space park for the residents. According to the Official Zoning Map of the Town of Vail, Lots C1 -5 of the Lions Ridge Subdivision are zoned Housing (H) District. As such, all future development on the site shall comply with the applicable provisions of the Housing District development standards and processes. A complete zoning analysis for the project is outlined in Section V of this memorandum. Based upon staff's analysis of the criteria for review for the proposed project, as outlined in Sections VII, VIII, IX, X of this memorandum, staff is recommending that the Planning & Environmental Commission: approves, with conditions, the applicant's request to establish a Development Plan for the redevelopment of the easternmost 5.24 acres of the Timber Ridge Village Apartments site, approves the request for the retaining wall height variance, and; forwards a recommendation of approval of the request for a preliminary plan and final plat of the Lions Ridge Subdivision. II. DESCRIPTION OF THE REQUESTS Development Plan The applicants are proposing to redevelop the easternmost 5.24 acres of the Timber Ridge Village Apartments development site by constructing four new three -story tall buildings (Attachment A). The new buildings will contain 113 new dwelling units capable of housing between 211 and 331 employees. According to the proposed development plan, the 113 new dwelling units will be a mix of 25.7% or 29 one bedroom units and 74.3% or 84 two bedroom units. The western half of the site (96 apartments) will remain operational throughout the redevelopment construction process. A new 153 space surface parking lot will be constructed on the site along with improved public transit facilities to meet the minimum parking and transportation needs of the residents of the development. A written narrative from the applicants, entitled "Timber Ridge Development Plan Application ", date stamped November 2013, describing the development application requests is attached for reference (Attachment B). A reduced copy of the proposed plan is attached for reference (Attachment C). Proposed Eastern Portion Redevelopment Total Range of Average # of % of Square Feet Number of Number of Employees Employees Units Unit Mix of Units Bedrooms Bedrooms / Unit* Housed 597-633 29 25.7% sq. ft. One 29 1.5-2.0 43.5 - 58 870-933 84 74.3% s . ft. Two 168 2.0-3.25 168-273 113 100% 197 211.5-331 * source — Vail Town Code and the Town of Vail Employee Housing Strategic Plan Town of Vail Page 2 Retaining Wall Height Variance The applicants are requesting a retaining wall height variance to facilitate redevelopment on the Timber Ridge Village Apartments site (the "Development Site "). Presently, more than fifty feet (50') of grade change occurs north to south across the site. Given the topography of the site and the residential uses permitted, a significant amount of the slope retention is required to accommodate development on the site. As proposed, the retaining walls will be up to 19.6 feet in height along the northerly edge of the surface parking lot on the development site. A total of 4,351 square feet of retaining wall surface area will exist above the limit. Pursuant to Section 14 -6 -7, Retaining Walls, the maximum height of retaining walls shall not exceed six feet (6) in height. Final Plat The applicants are requesting review of a major subdivision application to create a new final plat of the Development Site. The purpose of the final plat is to facilitate redevelopment of the property by creating two new lots, the necessary easements for access, drainage and public utilities, and allow for the future transfer of ownership of the property via a 35 -year lease agreement. As proposed, Lots C1 -5, Block C, Lions Ridge Subdivision, Filing No. 1 would be resubdivided to create Lots 1 & 2 of the new Timber Ridge Subdivision. Upon creation Lot 1 would be approximately 4.840 acres (210,884 sq. ft.) in size and Lot 2 would be approximately 5.242 acres (228,341 sq. ft.) square feet in size. According to the land use summary noted on the proposed final plat, the total size of the major subdivision will be approximately 10.082 acres. A reduced copy of the proposed final plat is attached for reference (Attachment D). III. BACKGROUND The Town of Vail acquired Timber Ridge Village Apartments in 2003 for $20 million to preserve the deed restricted employee housing designation on the property. Constructed in 1981, Timber Ridge is Vail's largest deed - restricted employee housing complex, currently consisting of 198 rental apartment units on ten acres. Each of the existing units is 745 sq. ft. in size with two bedrooms and one bathroom. Presently, the eastern portion of the Timber Ridge Village Apartments provides housing to more than 408 persons (four occupants per unit x 102 units). Existin Timber Ridge Village Apartments Total Number Number Average # of % of Square Feet of of Employees Employees Units Unit Mix of Units Bedrooms Bedrooms / Unit Housed 198 100% 745 sq. ft. 2 396 4.0 792 Town of Vail Page 3 On March 22, 2010 the Planning and Environmental Commission approved the development plan, retaining wall variance and major subdivision plat for the redevelopment of the easternmost portion of the Timber Ridge Village Apartments by a vote of 4 -3 -0. These approvals have expired. IV. APPLICABLE PLANNING DOCUMENTS Vail Town Code Chapter 12 -61: Housing (H) Zone District (in part) 12 -61 -1: PURPOSE: The housing district is intended to provide adequate sites for employee housing which, because of the nature and characteristics of employee housing, cannot be adequately regulated by the development standards prescribed for other residential zoning districts. It is necessary in this district to provide development standards specifically prescribed for each development proposal or project to achieve the purposes prescribed in section 12 -1 -2 of this title and to provide for the public welfare. Certain nonresidential uses are allowed as conditional uses, which are intended to be incidental and secondary to the residential uses of the district. The housing district is intended to ensure that employee housing permitted in the district is appropriately located and designed to meet the needs of residents of Vail, to harmonize with surrounding uses, and to ensure adequate light, air, open spaces, and other amenities appropriate to the allowed types of uses. 12 -61 -8: PARKING AND LOADING: Off street parking shall be provided in accordance with chapter 10 of this title. No parking or loading area shall be located within any required setback area. At the discretion of the planninq and environmental commission, variations to the parkinq standards outlined in chapter 10 of this title maV be approved during the review of a development plan subject to a parking management plan. The parking management plan shall be approved bV the planning and environmental commission and shall provide for a reduction in the parking requirements based on a demonstrated need for fewer parking spaces than chapter 10 of this title would require. For example, a demonstrated need for a reduction in the required parking could include: A. Proximity or availabilitV of alternative modes of transportation including, but not limited to, public transit or shuttle services. B. A limitation placed in the deed restrictions limiting the number of cars for each unit. C. A demonstrated permanent program including, but not limited to, rideshare programs, carshare programs, shuttle service, or staggered work shifts_ Town of Vail Page 4 12- 61 -10: OTHER DEVELOPMENT STANDARDS: A. Prescribed By Planning And Environmental Commission: In the H district, development standards in each of the following categories shall be as proposed by the applicant, as prescribed by the planning and environmental commission, and as adopted on the approved development plan: 1. Lot area and site dimensions. 2. Building height. 3. Density control (including gross residential floor area). Chapter 12 -17: Variances (in part) 12 -17 -1: PURPOSE, VARIANCES: A. Reasons For Seeking Variance: In order to prevent or to lessen such practical difficulties and unnecessary physical hardships inconsistent with the objectives of this title as would result from strict or literal interpretation and enforcement, variances from certain regulations may be granted. A practical difficulty or unnecessary physical hardship may result from the size, shape, or dimensions of a site or the location of existing structures thereon; from topographic or physical conditions on the site or in the immediate vicinity; or from other physical limitations, street locations or conditions in the immediate vicinity. Cost or inconvenience to the Applicant of strict or literal compliance with a regulation shall not be a reason for granting a variance. V. ZONING ANALYSIS Address: Legal Description: Zoning: Land Use Plan Designation: Current Land Use: Lot Size: Geologically Sensitive Areas Development Standard Min. Lot Area: Density Control Min. Setbacks: Front: Sides: Rear: Town of Vail 1280 North Frontage Road Lots C1 -05, Lions Ridge Filing No. 1 Housing District Medium Density Residential Medium Density Residential Dwellings 5.242 acres/ 228,341 square feet High Severity Rockfall Required determined by PEC determined by PEC 20' (south) 20' (east) 20' (west) 20' (north) Proposed 228,341 sq.ft.(5.242 acres) 21.56 d.u. /ac. (113 d.u.) 36' (south) 20' (east) 56' (west) 36' (north) Page 5 Max. Building Height: determined by PEC 43' Building C Max. GRFA: Max. Site Coverage Min. Landscape Area determined by PEC 55% unless at least 75% of parking is covered and approved by the PEC 68,486 sq. ft. (30 %) 93,419 sq. ft. 38,750 sq. ft. (17 %) 116,145 sq. ft. (51 %) Min. Parking: Per Chapter 10 (226 spaces), 153 spaces with a or a reduction approved by the parking PEC based upon the Parking management plan Management Plan. VI. SURROUNDING LAND USES AND ZONING Current Land Use Zoning Land Use Designation North: Residential Two - Family Primary /Secondary Low Density Res. South: Interstate 70 ROW Unzoned Not Designated East: Residential High Density Multiple Family High Density Res. West: US Postal Service High Density Multiple Family High Density Res. VII. DEVELOPMENT PLAN CRITERIA The review criteria and findings for evaluation for the review and consideration of a development plan in the Housing District are prescribed in Section 12 -61 -13 of the Zoning Regulations. According to Section 12- 61 -13, the following criteria shall be used as the principal means for evaluating a proposed development plan. It shall be the burden of the applicant to demonstrate that the proposed development plan complies with all applicable design criteria. A list of the applicable design criteria are outlined in Section IV of this memorandum. A. Building design with respect to architecture, character, scale, massing and orientation is compatible with the site, adjacent properties and the surrounding neighborhood. Architecture The proposed redevelopment project is comprised of four separate buildings. The buildings will have sloping roof gable and shed dormer forms with pitches of varying between 2:12 up to 8:12. Roof materials are proposed to be asphalt shingles and corrugated weathering steel. Exterior fagade materials include a mix of stucco, cementious lap siding, and synthetic wood trim and fascia. Town of Vail Page 6 Additional design accents such as exterior decks and balconies and exposed heavy timber columns and structural bracing are included on the proposed buildings. The applicants are scheduled for a public hearing before the Town of Vail Design Review Board on Wednesday, December 18, 2013. Staff believes the architecture of the proposed buildings is compatible with the site, adjacent properties and the surrounding neighborhood. Character The style of the four individual residential buildings can be characterized as maintaining a contemporary alpine form of design. Sloping roof forms, gable roof ends, and shed dormers comprise the roof design of the three -story buildings. The exterior fagade materials include a predominance of stucco and cementious siding. The color palette selected for the buildings is an assortment of light and dark earth -tone colors. Architectural elements such as covered decks, heavy timber columns, decorative bracing and covered main entrances have been incorporated to accentuate the character of the buildings. Scale and Massing The buildings are comprised of three - stories with a sloping gable roof form. The tallest of the four buildings is Building C which is 43 feet in height. Buildings A and B are approximately 156 feet in length, Building C is approximately 186 feet in length, and Building D is approximately 222 feet in length. All the buildings are approximately 66 feet in depth. Staff believes the scale and massing of the proposed buildings is compatible with the site, adjacent properties and the surrounding neighborhood. Orientation Building A is proposed to have a north /south orientation paralleling the shared property line with Savoy Villas and will screen the parking area. Building B has an east /west orientation and is setback into the site at the toe of the slope up to Lions Ridge Loop. Buildings C and D are proposed to have an east /west orientation paralleling the North Frontage Road and will serve to screen both the parking area and retaining walls to the north. Overall, the building locations and orientation will serve to screen the surface parking areas from public view. Staff believes the orientation of the proposed buildings is compatible with the site, adjacent properties and the surrounding neighborhood. B. Buildings, improvements, uses and activities are designed and located to produce a functional development plan responsive to the site, the surrounding neighborhood and uses, and the community as a whole. The Timber Ridge Village Apartments redevelopment is in direct response to an identified community need. Through the adoption of the Town of Vail Employee Housing Strategic Plan the need for employee housing was quantified and a goal Town of Vail Page 7 for the community was set. In response to this need, the Town has actively pursued the redevelopment of the site. Given the central location of the site to the identified job centers, its proximity to public transit facilities, this site is an appropriate location to continue to provide rental units for the community. The proposal to construct four three -story tall buildings has taken into account the site, surrounding neighborhood, and the community as a whole. The redevelopment of the easternmost portion of the Timber Ridge Village Apartments will replace nine buildings which were constructed in 1981 with new buildings. The new buildings will be built to current market requirements. The buildings are sited to remain out of the steeply sloping areas on the north portion of the site and will provide screening of the parking areas from neighboring properties and the public right -of -way. The scale of the structures, as discussed in the criterion above, are of a compatible design to the adjacent developments. Additionally, the demolition of the easternmost building will remove an existing building which is encroaching upon the Savoy Villas property. Staff believes the buildings, improvements, uses and activities are designed and located to produce a functional development plan which is responsive to the site, surrounding neighborhood, and the community as a whole. C. Open space and landscaping are both functional and aesthetic, are designed to preserve and enhance the natural features of the site, maximize opportunities for access and use by the public, provide adequate buffering between the proposed uses and surrounding properties, and, when possible, are integrated with existing open space and recreation areas. The proposal meets or exceeds the 20 -foot minimum setback from property lines. Additionally, the proposal removes the existing easternmost building from the Savoy Villas property and establishes a 20 -foot wide landscape buffer, where one does not exist currently. The layout of the four new buildings keeps structure out of the steeply sloping areas to the north and establishes an appropriate separation between structures which allows for landscaping. The plan includes an open space park area between Buildings C and D that measures approximately 50 feet by 80 feet. The plan includes a system of connecting sidewalks and paths between buildings and the pedestrian and bike path along the North Frontage Road. The landscape plan includes an appropriate mix of aspens, spruce, and crabapple trees in conjunction with shrubs and both turf and native grass areas. The landscaping plan locates proposed materials in an effort to provide screening between the frontage road and interstate, buildings and parking areas, and the site from adjacent properties. There may be a conflict between some of the proposed landscaping and the location of utilities along the frontage road. If conflicts are found the plan shall be revised to eliminate any conflicts. Staff recommends that both the applicant and staff review the existing landscaping along the shared property line between this development and the adjacent Savoy Town of Vail Page 8 Villas to ensure adequate buffering with the placement of the new landscaping in conjunction with this project. D. A pedestrian and vehicular circulation system is designed to provide safe, efficient and aesthetically pleasing circulation to the site and throughout the development. Timber Ridge Village Apartments are located along the North Frontage Road. The North Frontage Road provides direct vehicular and pedestrian access to the site. A series of pedestrian sidewalks and gravel paths provides pedestrian circulation on the site. From the existing pedestrian /bike path along the North Frontage Road residents can head east to the existing 1 -70 pedestrian bridge into Lionshead. Additionally, efforts have begun to design and subsequently construct an 1 -70 underpass which would include an additional north /south pedestrian circulation route in close proximity to Vail Cascade. Vehicles will access the site in two locations. The eastern access point will be moving east of its current location by approximately 120 feet and the western entrance will remain in its current location until the redevelopment of the western portion of the Timber Ridge Village Apartments. Upon redevelopment of the western portion of the site, the western access will move east approximately 100 feet. The turn lanes illustrated on the civil drawings are for illustrative purposes only to show that the improvements can be made at a future date. The Traffic Impact Report provided by Kimley -Horn concludes that the left turn lanes are not required to be constructed in conjunction with the incremental increase in traffic generated by the redevelopment. Staff agrees with this finding and has recommended a condition in Section X of this memorandum. The condition assesses a $6,500 per peak trip increase generated by the redevelopment. An enhanced public transit stop has been designed and shown on the submitted plans. The public transit stop is designed to accommodate up to four buses at any given time (two east bound /two west bound). The transit improvements are not proposed to be constructed in conjunction with this redevelopment proposal as the net increase in residents can be accommodated at the existing transit stop. They have been shown on the plans to illustrate the ability to implement and construct the improvements in the future when ridership demand warrants construction. The traffic trip generation estimates included in Traffic Impact Study identify an increase in the numbers of trips generated by the increase of eleven (11) dwelling units on site. Staff has determined that the incremental increase of this proposal over existing (11 additional units) does not warrant the construction of the transit improvements in conjunction with this redevelopment. E. Environmental impacts resulting from the proposal have been identified in the project's environmental impact report, if not waived, and all necessary mitigating measures are implemented as a part of the proposed development plan. Town of Vail Page 9 In conjunction with the 2010 review of the Timber Ridge Apartments Redevelopment an environmental impact report was prepared for the redevelopment project in accordance with the applicable provisions of the Zoning Regulations of the Town of Vail and submitted to the Town of Vail Community Development Department for review and consideration. Staff did not require a new environmental impact report to be submitted in conjunction with the proposed smaller scope project. Chapter 5, Cumulative & Long -term Effects & Irreversible Environmental Changes, of the report entitled, "ENVIRONMENTAL IMPACT REPORT, Timber Ridge Redevelopment Project" dated January, 2010, prepared by Western Ecological Resources, Inc, of Boulder, Colorado, concludes the following: 5.1 Hydrology 5.1.1 Surface Water The proposed redevelopment of the eastern portion of Timber Ridge would have no cumulative, long -term effect or irreversible environmental change on the surface water hydrology of the project site. 5.1.2 Ground Water The proposed development would have a slight, cumulative long -term effect or irreversible environmental change on the ground water hydrology of the project site due to dewatering of building foundations via underdrains. 5.2 Atmosphere The slight increase in hydrocarbon pollutants generated by the development and associated vehicular traffic represents a cumulative and long term effect. However, Kimley- Horn's traffic analysis concludes that redevelopment of Timber Ridge would have an overall effect of reducing traffic within Vail because employees would reside closer to their workplace. The majority of residents in Timber Ridge utilize public transportation. 5.3 Geology & Hazards The long -term risks presented by the rockfall hazard could be mitigated by any of the four conceptual options presented in HP Geotech's 2009 Geologic Site Assessment and Preliminary Rockfall Risk and Mitigation Study. Staff Response- The Town of Vail will be implementing the plan to address the rockfall hazard impacting the site. The Town has selected the method of placing a net on the rock back posing the hazard and the selective dislodging and anchoring of rocks which can be addressed on an individual basis. The finalized engineering plan for this mitigation will be required to be submitted in conjunction with the building permit and must be completed prior to the issuance of a certificate of occupancy for the project. 5.4 Soils Because this is a redevelopment project, it would not result in any new cumulative or long -term impacts to the native soil. As described in the Town of Vail Page 10 Geotechnical Study completed by HP Geotech, the site is overlain by fill material from the initial development. 5.5 Vegetation Resources The proposed project would create only a negligible long -term change in the plant community as areas of ornamental vegetation are impacted and replaced with similar ornamental vegetation. 5.6 Wildlife Resources The proposed redevelopment would not have any significant long -term impacts or irreversible environmental changes on wildlife resources. The site is already a high- density residential development, and there will be no change in land use or vegetation resources. 5.7 Noise Noise generated by the proposed development and associated vehicular traffic would create a slight cumulative and long -term environmental change, however given the proximity of the Interstate -70 corridor, this change will be negligible. 5.8 Visual Resources Redevelopment of the eastern portion of Timber Ridge would create an irreversible change on the visual resources of the area. However, this would be a positive impact because the aging buildings would be replaced with newer, updated buildings that compliments other developments within the Town of Vail. 5.9 Land Use The proposed project would not result in changes to the land use as one high - density residential development will be replaced with a similar high- density residential development. F. Compliance with the Vail comprehensive plan and other applicable plans. A component of the Vail Comprehensive Plan is the Employee Housing Strategic Plan that was adopted in September, 2008. The Plan outlines action steps for the Town to achieve its deed restricted employee housing goal: "To ensure there is deed restricted housing for at least 30% of Vail's workforce within the Town of Vail." Two objectives the Plan identifies is Vail's need to "keep up" with new deed restricted employee housing demand as it is created and the need to "catch up" with existing deed restricted employee housing deficiencies. The Town adopted Commercial Linkage and Inclusionary Zoning requirements for new development to ensure the amount of deed restricted employee housing keeps up with increases in employee demand. The Plan recognizes the Town has the unique obligation of catching up with existing deficiencies. Town of Vail Page 11 VIII. VARIANCE CRITERIA Before acting on a variance application, the planning and environmental commission shall consider the following factors with respect to the requested variance: 1. The relationship of the requested variance to other existing or potential uses and structures in the vicinity. The proposed variance request allowing for retaining wall heights to exceed the maximum six feet of exposed wall face will have little to no negative impact on the existing or potential uses in the vicinity. The site is bordered by public road rights -of -way on the north and south, the United States Post Office to the west, and a large- scale, multi - family development to the east. The visual impact of the proposed retaining wall will be largely shielded by the proposed buildings. The retaining wall will be most visible on the west end of the development site, adjacent to the remaining portion of the Timber Ridge development. The proposed wall is designed as to minimize any negative impact it may have on the future redevelopment of the western portion of Timber Ridge Village Apartments. 2. The degree to which relief from the strict or literal interpretation and enforcement of a specified regulation is necessary to achieve compatibility and uniformity of treatment among sites in the vicinity, or to attain the objectives of this title without grant of special privilege. Staff believes there is a need to grant relief from the strict or literal interpretation and enforcement of the retaining wall exposed face height regulation. Presently, more than fifty feet (50') of grade change occurs north to south across the site. Given the topography of the site and the residential uses permitted, a significant amount of the slope retention is required to accommodate development on the site. As proposed, the retaining walls will be up to 19.6 feet in height along the northerly edge of the surface parking lot on the development site. A total of 4,351 square feet of retaining wall surface area is proposed above the limit. The site was previously developed in a manner which has currently resulted in retaining wall heights that are in excess of the current Zoning Regulation requirements. With the physical configuration of the site being narrowest from north to south and the location of a 30 -foot utility easement running east -west across the street frontage of the property, the development is confined to an even more limited building envelope by which to comply with the retaining wall exposed face height requirements. There has only been a small number of exposed wall face height variances granted within the Town of Vail. To date, they have been granted to mostly residential zoned properties on steep slopes. As the Code requirements regulating the exposed wall face height are an outcome of a more recent desired Town of Vail Page 12 aesthetic preference of the community, previous developments did not have to comply with this regulation. 3. The effect of the requested variance on light and air, distribution of population, transportation and traffic facilities, public facilities and utilities, and public safety. Staff believes that the requested retaining wall exposed face height variance will have minimal, if any, negative effects on the elements identified in the above criterion. The space between the proposed structure and the retaining wall will be properly illuminated to address any public safety issues or concerns. The request for a variance from the maximum retaining wall height standards prescribed in Section 14 -6 -7 of the Zoning Regulations of the Town of Vail has minimal, if any, impacts on the above - described criteria. IX. FINAL PLAT CRITERIA Chapter 3, Major Subdivision, Title 13 Subdivision Regulations, of the Vail Town Code prescribes the review criteria for a request for a major subdivision. Pursuant to Section 13 -3 -6, Final Plat, Vail Town Code, the criteria for reviewing the final plat shall be as contained in Section 13 -4 -2 of the Subdivision Regulations. According to Section 13 -4 -2C, Review and Action on Plat, "The Planning and Environmental Commission shall review the plat and associated materials and shall approve, approve with modifications or disapprove the plat within twenty one (21) days of the first public hearing on the major subdivision or the major subdivision will be deemed approved. A longer time period for rendering a decision may be granted subject to mutual agreement between the Planning and Environmental Commission and subdivider ". The burden of proof shall rest with the applicant to demonstrate that the application is in compliance with the intent and purposes of this Chapter, the Zoning Ordinance and other pertinent regulations that the Planning and Environmental Commission deems applicable. Due consideration shall be given to the recommendations made by public agencies, utility companies and other agencies consulted under subsection 13 -3 -3C above. The purpose of the final plat is to facilitate redevelopment of the site by creating two new lots and the necessary easements and allow for the future transfer of ownership of the property. As proposed, Lots C1 -5, Block C, Lions Ridge Subdivision, Filing No. 1 would be resubdivided to create Lots 1 & 2 of the new Timber Ridge Subdivision. Upon creation Lot 1 would be approximately 4.840 acres (210,830 sq. ft.) in size and Lot 2 would be approximately 5.242 acres Town of Vail Page 13 (228,342 sq. ft.) square feet in size. A reduced copy of the proposed final plat has been attached for reference (Attachment D). According to Section 13 -3 -4, Commission Review of Application; Criteria, Vail Town Code, "The burden of proof shall rest with the applicant to show that the application is in compliance with the intent and purposes of the Chapter, Zoning Ordinance and other pertinent regulations that the Planning and Environmental Commission deems applicable. Due consideration shall be given to the recommendations made by public agencies, utility companies and other agencies consulted under subsection 13 -3 -3C above. The Planning and Environmental Commission shall review the application and consider its appropriateness in regard to Town policies relating to subdivision control, densities proposed, regulations, ordinances and resolutions and other applicable documents, environmental integrity and compatibility with surrounding land uses and other applicable documents, effects on the aesthetics of the Town." One of the basic premises of subdivision regulations is that minimum standards for the creation of a new lot must be met. This project will be reviewed under the Major Subdivision Criteria, pursuant to Section 13 -3 -4, Subdivision Regulations, Vail Town Code. 1. The extent to which the proposed subdivision is consistent with all the applicable elements of the adopted goals, objectives and policies outlined in the Vail comprehensive plan and is compatible with the development objectives of the town; and The Vail Land Use Plan identifies the property proposed for subdivision with this application as High Density Residential and states, in part, the following: "The housing in this category would typically consist of multi - floored structures with densities exceeding 15 dwelling units per buildable acre. " Further, the site was acquired by the Town of Vail in 2003 with the expressed purpose of preserving deed - restricted employee housing within the Town of Vail. The sole purpose of this subdivision request is to facilitate the redevelopment of a portion of the site for future deed restricted employee housing. Staff believes the proposed major subdivision is in compliance with this criterion. 2. The extent to which the proposed subdivision complies with all of the standards of this title, as well as, but not limited to, title 12, "Zoning Town of Vail Page 14 Regulations ", of this code, and other pertinent regulations that the planning and environmental commission deems applicable; and The land included in this major subdivision proposal is zoned Housing District. The purpose of the Housing District is: "The housing district is intended to provide adequate sites for employee housing which, because of the nature and characteristics of employee housing, cannot be adequately regulated by the development standards prescribed for other residential zoning districts. It is necessary in this district to provide development standards specifically prescribed for each development proposal or project to achieve the purposes prescribed in section 12 -1 -2 of this title and to provide for the public welfare. Certain nonresidential uses are allowed as conditional uses, which are intended to be incidental and secondary to the residential uses of the district. The housing district is intended to ensure that employee housing permitted in the district is appropriately located and designed to meet the needs of residents of Vail, to harmonize with surrounding uses, and to ensure adequate light, air, open spaces, and other amenities appropriate to the allowed types of uses." Further, the proposed final plat has been reviewed for compliance with the applicable provisions of Title 13, Subdivision Regulations. Upon review, it has been determined that the proposed plat, with minor administrative corrections, complies with the requirements of the Vail Town Code. Staff believes the proposed major subdivision is in compliance with this criterion 3. The extent to which the proposed subdivision presents a harmonious, convenient, workable relationship among land uses consistent with municipal development objectives; and The expressed purpose of the major subdivision application is to facilitate the redevelopment of Timber Ridge Village Apartments. Once subdivided, the easternmost 5.24 acres of the development site shall be redeveloped in keeping with the municipal development objectives of providing deed - restricted employee housing within the Town of Vail. Staff believes the proposed major subdivision is in compliance with this criterion. 4. The extent of the effects on the future development of the surrounding area; and As the proposed subdivision is in compliance with the applicable provisions of Title 13, Subdivision Regulations, future development in the areas surrounding the Timber Ridge Village Apartments will have little, if any, negative effects. Town of Vail Page 15 Staff believes the proposed major subdivision is in compliance with this criterion. 5. The extent to which the proposed subdivision is located and designed to avoid creating spatial patterns that cause inefficiencies in the delivery of public services, or require duplication or premature extension of public facilities, or result in a "leapfrog" pattern of development; and The proposed subdivision is a resubdivision of five existing platted lots. As such, no extension to public utilities is required. While extensions are not required, upgrades and expansion of the existing services are required. The applicants are currently working with representatives from the Eagle River Water and Sanitation District (the "District ") to execute a written agreement guaranteeing the District's ability to serve the Development Site. All other public utility companies have provided written sign -offs to the Town of Vail verifying their ability to serve the Development Site. Staff believes the proposed major subdivision is in compliance with this criterion. 6. The extent to which the utility lines are sized to serve the planned ultimate population of the service area to avoid future land disruption to upgrade undersized lines; and All of the public utility providers supplying services to the subdivision and the Development Site were consulted and signed off on the ability to serve the Development Site. Final confirmation from the Eagle River Water District is pending. Residential and fire flow calculations were analyzed and the appropriate upgrades to the water supply system have been identified on the proposed development plans. Staff believes the proposed major subdivision is in compliance with this criterion. 7. The extent to which the proposed subdivision provides for the growth of an orderly viable community and serves the best interests of the community as a whole; and Timber Ridge Village Apartments were acquired by the Town of Vail for the expressed purpose maintaining deed restricted employee housing. To that end, the development site was recently rezoned to the Housing District. The sole purpose of the Housing District is to provide development standards to facilitate the development of deed restricted employee housing. The proposed major subdivision application is intended to facilitate the redevelopment of the easternmost 5.24 acres of Timber Ridge Village Apartments. Pursuant to the Town of Vail Employee Housing Strategic Plan, "The Town of Vail (community) recognizes the need for housing as infrastructure the promotes community, reduces transit needs and Town of Vail Page 16 keeps more employees living in town and will provide enough deed - restricted housing for at least 30% of the workforce through policies, regulations, and publicly initiated development." Staff believes the proposed major subdivision is in compliance with this criterion. 8. The extent to which the proposed subdivision results in adverse or beneficial impacts on the natural environment, including, but not limited to, water quality, air quality, noise, vegetation, riparian corridors, hillsides and other desirable natural features; and The proposed major subdivision will have minimal, if any, adverse impacts on the natural environment. This area has already been legally platted and subsequently developed. If approved, the subdivision merely re- subdivides five existing lots into two new lots. Staff believes the proposed major subdivision is in compliance with this criterion. 9. Such other factors and criteria as the commission and /or council deem applicable to the proposed subdivision. X. STAFF RECOMMENDATION Development Plan The Community Development Department recommends the Town of Vail Planning & Environmental Commission, approves with conditions, the applicants' request to establish a Development Plan, pursuant to section 12 -61- 11, Development Plan Required, Housing Zone District, Vail Town Code, to allow for the redevelopment of the easternmost five & 1/4 (5.24) acres of the Timber Ridge Village Apartments, with up to 113 new deed - restricted employee housing units. Staff's recommendation is based upon the review of the criteria and findings outlined in Section VII of this memorandum and the evidence and testimony presented before the Commission. Further, staff recommends the approval of the Development Plan carries with it the conditions of approval described in Section X of this memorandum. Should the Town of Vail Planning and Environmental Commission choose to approve with conditions the development plan, the Community Development Department recommends the Commission makes the following findings, "Proposed building setbacks provide necessary separation between buildings and riparian areas, geologically sensitive areas and other environmentally sensitive areas. Town of Vail Page 17 2. Proposed building setbacks provide adequate availability of light, air and open space. 3. Proposed building setbacks provide a compatible relationship with buildings and uses on adjacent properties. 4. Proposed building setbacks result in creative design solutions or other public benefits that could not otherwise be achieved by conformance with prescribed setback standards. 5. Building design with respect to architecture, character, scale, massing and orientation is compatible with the site, adjacent properties and the surrounding neighborhood. 6. Buildings, improvements, uses and activities are designed and located to produce a functional development plan responsive to the site, the surrounding neighborhood and uses, and the community as a whole. 7. Open space and landscaping are both functional and aesthetic, are designed to preserve and enhance the natural features of the site, maximize opportunities for access and use by the public, provide adequate buffering between the proposed uses and surrounding properties, and when possible, are integrated with existing open space and recreation areas. 8. A pedestrian and vehicular circulation system is designed to provide safe, efficient and aesthetically pleasing circulation to the site and throughout the development. 9. Environmental impacts resulting from the proposal have been identified in the project's environmental impact report, if not waived, and all necessary mitigating measures are implemented as a part of the proposed development plan. 10. Compliance with the Vail comprehensive plan and other applicable plans. " Retaining Wall Height Variance The Community Development Department recommends the Town of Vail Planning & Environmental Commission approves the applicants' request for a retaining wall height variance allowing for retaining walls to be constructed on the site which exceed six feet (6') in height. Staff's recommendation is based upon the evaluation of the criteria and findings outlined in Section VIII of this memorandum and the evidence and testimony presented before the Commission. Town of Vail Page 18 Should the Town of Vail Planning and Environmental Commission choose to approve the retaining wall height variance request, the Community Development Department recommends the Commission makes the following findings: 1. "That the granting of the variance will not constitute a grant of special privilege inconsistent with the limitations on other properties classified in the same zone district. 2. That the granting of the variance will not be detrimental to the public health, safety, or welfare, or materially injurious to properties or improvements in the vicinity. 3. That the variance is warranted for one or more of the following reasons: a. The strict or literal interpretation and enforcement of the specified regulation would result in practical difficulty or unnecessary physical hardship inconsistent with the objectives of this title." Final Plat The Community Development Department recommends the Town of Vail Planning & Environmental Commission forwards a recommend of approval of the applicants' request of a major subdivision creating Lots 1 & 2, Timber Ridge Subdivision. Staff's recommendation of approval is based upon the review of the criteria and findings outlined in section IX of this memorandum and the evidence and testimony presented before the Commission. Further, staff recommends the approval of the Final Plat carries with it the conditions of approval described in Section X of this memorandum. Should the Town of Vail Planning and Environmental Commission choose to forward a recommend of approval of the major subdivision request, the Community Development Department recommends the Commission makes the following findings, "Upon review of the request for a major subdivision creating Lots 1 & 2, Timber Ridge Subdivision, the Planning and Environmental Commission finds: 1. That the subdivision is consistent with the adopted goals, objectives and policies outlined in the Vail comprehensive plan and compatible with the development objectives of the town. 2. That the subdivision is compatible with and suitable to adjacent uses and appropriate for the surrounding areas. Town of Vail Page 19 3. That the subdivision promotes the health, safety, morals, and general welfare of the town and promotes the coordinated and harmonious development of the town in a manner that conserves and enhances its natural environment and its established character as a resort and residential community of the highest quality. " Conditions of Approval For purposes of the following conditions of approval, the term "Developer" shall mean Gorman & Company, Inc., or its successors, the term "Town" shall mean Town of Vail and the term "Project" shall mean the development plan for the redevelopment of the easternmost portion of Timber Ridge Village Apartments. 1. Any approvals granted by the Town of Vail Planning & Environmental Commission (PEC) shall only be effective upon the approval date of each of the three development application requests. Should one or more of the development applications be denied or fail to be approved, then none of the applications are approved and the proposal is denied in its entirety. 2. The Town and the Developer shall execute a developer improvement agreement obligating the Town to submit and implement a rockfall mitigation plan, within a specific timeframe, which shall be designed and constructed in accordance with the regulations prescribed in Chapter 12 -21, Hazard Regulations, of the Town of Vail Zoning Regulations. Said mitigation shall be installed, inspected for compliance and approved prior to the issuance of any certificate of occupancy for the Project. 3. The Developer shall submit a detailed waste removal management and operations plan specifically describing how waste and recycling will be accommodated and managed on the site. The plan shall be submitted to the Community Development Department for review and approval prior to the issuance of a building permit for the Project. 4. The Developer shall submit an executed deed restriction for Lot 2, Timber Ridge Subdivision, approved by the Town of Vail, demonstrating compliance with Chapter 12 -61, Housing District, and Chapter 12 -13, Employee Housing, Zoning Regulations of the Town Vail, prior to the issuance of a building permit for the Project. The deed restriction shall be noted on the Final Plat prior to recording the Final Plat with the Eagle County Clerk & Recorder's Office. The deed restriction shall be recorded with the Eagle County Clerk & Recorder's Office prior to the issuance of any certificate of occupancy on Lot 2, Timber Ridge Subdivision. 5. The Developer shall submit a construction staging plan to the Town of Vail Community Development Department for review and approval which addresses such matters as materials staging, construction parking plan, construction and occupancy phasing, temporary access, construction Town of Vail Page 20 schedule, temporary utilities, traffic control, emergency access, etc. The Developer shall demonstrate full compliance with the applicable regulations of the Town of Vail prior to the issuance of a building permit for the Project. 6. The Developer shall record a revocable right -of -way permit for any and all private property improvements located with the Town of Vail right of way. Said permit shall be recorded with the Eagle County Clerk & Recorder's Office prior to the issuance of a Certificate of Occupancy for the Project. 7. The Developer shall submit a Shoring and Excavation Plan to the Town of Vail Community Development Department for review and approval, which addresses such matters as excavation phasing, engineered shoring plans, detailed profiles and cross - sections, existing utilities, materials storage, permanent and temporary easements, etc. The Developer shall demonstrate full compliance with the applicable regulations of the Town of Vail prior to the issuance of a building permit for the Project. 8. The Developer shall make a one time payment in lieu of transportation improvements to the Town of Vail for mitigation of development impacts on the Town's transportation systems. Said payment shall be equal to the net number of new vehicular trips generated in the peak PM hour times $6,500 per trip. Payment shall be made prior to the issuance of any certificate of occupancy for the Project. The Town will accept the construction of any required transportation improvements in lieu of payment as compliance with the mitigation of development impacts obligation. 9. The Developer shall submit an engineered analysis of gabion walls proposed to remain on the site. Said analysis shall address the existing structural conditions of the walls, how the existing walls will be physically integrated into the construction of the new retaining wall system, and how structural shoring will be provided during construction. In no instance shall the design or construction negatively impact the adjacent properties or improvements. The engineered analysis shall be reviewed and approved prior to the issuance of a building permit for the Project. 10.The Developer shall submit a revised grading plan for the west end of the development site demonstrating how the existing portions of the parking lot and drive aisles to remain tie into the proposed new improvements. The revised grading plan shall be reviewed and approved prior to the issuance of a building permit for the Project. 11.The Developer shall obtain a Access Permit from the Colorado Department of Transportation (CDOT) prior to submitting a building permit application to the Town for construction of the Project. A Notice to Proceed from the CDOT shall be reviewed and approved prior to the issuance of a building permit for the Project. Town of Vail Page 21 12.The Developer shall record a copy of the approved Final Plat of the Timber Ridge Subdivision with the Eagle County Clerk & Recorder's Office prior to submitting a building permit application to the Town for the construction of the Project. 13.The Developer and the Town shall place a limitation in the deed restriction, as required in Condition # 4 above, on the number of vehicles allowed on a per unit type basis prior to the issuance of any certificate of occupancy. XI. ATTACHMENTS A. Vicinity Map B. Timber Ridge Development Plan Application, date stamped November, 2013 C. Development Plan Set, date stamped November 23, 2013 D. Proposed Final Plat (Timber Ridge Subdivision), date stamped March 9, 2010 Town of Vail Page 22 L 0 LL �rV Q1 CL LL. cr. 44 C 00 t CL 2 CL MI Ar 71, �. VA 01 Town of Vail Page 23 TIMBER RIDGE DEVELOPMENT PLAN "Iuu1061 %11W 01 NOVEMBER 2013 TIMBER RIDGE DEVELOPMENT PLAN Applicant Gorman & Company, Inc. 200 N. Main Street Oregon Wisconsin Project Architect Berglund Architects, LLC 210 Edwards Village Boulevard Suite A103 Edwards, Colorado Landscape Architect Dennis Anderson Associates, Inc. PO Box 1387 Edwards, Colorado Civil En ineer Alpine Engineering, Inc. PO Box 97 Edwards, Colorado Land Planning Pylman & Associates, Inc. 137 Main Street, C107W Edwards, Colorado TABLE OF CONTENTS 1.0 Introduction 1 2.0 Existing Conditions 1 3.0 Proposed Plan 2 3.1 Project Description 2 3.2 Site Plan 3 3.3 Buildings and Units 3.4 Detailed Zoning Analysis 5 3.5 Utilities 8 4.0 Housing District Criteria for Evaluation 8 5.0 Retaining Wall Height Variance 12 6.0 Minor Subdivision 14 7.0 Summary 14 3 1.0 Introduction The purpose of this application is to provide information relative to a request for Development Plan approval for the proposed re- development of 5.24 acres of the existing Timber Ridge apartments. There are two accompanying applications to this Development Plan request, a retaining wall height variance and a minor subdivision request to split the existing parcel into two separate lots. Timber Ridge is located at 1280 North Frontage Road. The legal description for the property is Lots 1 thorough 5, a resubdivision of Lion's Ridge Subdivision Block C, Town of Vail, CO. The Town of Vail Zoning map designates Timber Ridge as Housing District (H). Development within the Housing District must receive Development Plan approval in accordance with the parameters and review criteria described in Chapter 12.61 of the Vail Municipal Code. The proposed development plan requires a variance for a retaining wall exceeding six feet in height. This narrative provides information relative to that request. The existing Timber Ridge parcel is 10.082 acres in size. In order to facilitate the redevelopment of a portion of the existing Timber Ridge site the parcel will be split into two separate lots. This narrative also provides information pertinent to this request for minor subdivision. This application and the accompanying civil, architectural and landscape plans contain all of the information required by the Vail Municipal Code to review and approve these applications. 2.0 Existing Conditions Timber Ridge was constructed in 1981 and remains the largest employee housing complex in the Town of Vail. The ten -acre site includes 198 two bedroom, one bath rental units in 16 buildings. Each unit is 745 square feet in size. The Town of Vail purchased the existing Timber Ridge complex in July of 2003 as the original deed restriction was expiring. In 2005 the town issued a Request for Proposals (RFP) for a redevelopment of the property. Corum Real Estate Group was selected through this RFP process but mutually acceptable terms were not successfully negotiated. In July of 2007, anticipating a redevelopment of the property, the Town rezoned Timber Ridge to the Housing (H) District. In 2007 the town received an unsolicited redevelopment proposal from Open/Hillwood that was related to ongoing negotiations regarding redevelopment of the Lionshead Parking Structure. The discussions regarding Timber Ridge were terminated in March 2008. In December of 2008 the Town issued a new Request for Proposals seeking interested and qualified development teams to redevelop approximately one half of the property. A development agreement between the Town of Vail and Vail Timber Ridge LLC was entered into in October of 2009 that stipulated a redevelopment of the eastern half of the ten acre site and required Vail Timber Ridge LLC to deliver 359 EHU's capable of housing a total of 570 beds. That development agreement was terminated due to financial difficulties encountered in delivering the proposed project. On October 15th 2013 the Town of Vail approved a development agreement with Gorman & Company. This application represents the proposed development plan submitted in accordance with the terms of this most recent development agreement. This application proposes to redevelop the eastern 5.242 acres of the site. 3.0 Proposed Plan 3.1 Project Description The development team has worked diligently to design a very livable and attractive housing plan that meets the parameters of the development agreement. The Timber Ridge site poses a fairly significant design and re- development challenge with the objective of optimizing the housing density while providing a desirable and functional project. The property consists of a long narrow site with fairly significant topographic relief from front to back and also along the length of the property. The proposed plan represents a thoughtful balance of site grading, vehicular access, emergency service access and staging requirements, parking, pedestrian circulation, landscape area, bulk and mass considerations, density and architectural design. The site is well located for local housing use with direct access from the North Frontage Road, strong transit service and the property is within walking distance to the Post Office and the restaurants, shops and services of the West Vail area. The property is adjacent to the proposed Simba Run underpass and within reasonable walking distance of the Red Sandstone pedestrian overpass to Lionshead. The proposed design for Timber Ridge includes 113 apartments in a mix of one and two- bedroom floor plans. There are 84 two- bedroom units in three different floor plans, ranging in size from 870 to 933 square feet. There are 29 one - bedroom units in two different floor plans at 597 square feet and 633 square feet in size. The proposed unit mix breaks down to 74% two- bedroom units and 26% one - bedroom units. 3.2 Site Plan The site plan is defined by the long rectangular shape of the site and includes four three -story buildings served by two access points and 153 surface parking spaces. A significant amount of the parking is located behind buildings and will be fairly well screened from public view. Site circulation is very good and the plan meets the fire and emergency services staging requirements. The existing bike path along the front of the Timber Ridge site will remain in place and does not need to be utilized for fire or ambulance staging or access. The site plan ties seamlessly into the existing access and circulation improvements of the western portion of Timber Ridge. Timber Ridge is currently served by several overlapping bus routes at a bus stop located on the North Frontage Road at the primary entrance to the existing apartments. The Town of Vail has developed a plan to improve and enhance this bus stop at some future date. The enhanced transit hub will include space for multiple buses at any given time and significantly improves the Frontage Road traffic flow. The site plan has been designed to fully integrate with this proposed redevelopment of the existing bus stop into a more significant transit center. There is full ADA access to all buildings from the parking area and from the adjacent transit center. A small but functional park area has been designed into a central location on the property giving residents a convenient gathering space for informal recreation. The proposed landscape plan includes a mix of formal turf lawn areas and native grasses. The proposed tree species are primarily limited to spruce and aspen with a select planting of decorative flowering trees at key entrance locations. The site plan resolves the existing encroachment onto Savoy Villas property and all proposed buildings meet the twenty foot required building setback of the Housing Zone District. The existing easternmost building at Timber Ridge currently encroaches onto property that is common area of the Savoy Villas condominiums. The building exists there pursuant to an easement agreement with Savoy Villas. While there will need to be access through this easement area for demolition and construction, there will be no future encroachment, post construction, onto this easement. The proposed landscape plan indicates a re- grading of the area to match up to existing contours and a re- vegetation of all disturbed area with a native seed mix. A low boulder retaining wall allows for some grade between the buildings and the parking area at the western end of the site and a combination of existing and new retaining walls at the rear of the site creates space for the parking and access drive. These new retaining walls at the rear of the site do require a retaining wall height variance. Additional information on that application may be found in a separate section of this project description. The accompanying civil and landscape plan set addresses all of the required information to review the proposed development plan. 3.3 Buildings and Units The proposed 113 units are arranged in four separate buildings. Building A is located on the eastern end of the site and is the only one of the four buildings that is oriented in a north -south direction. This is the area of the site that currently has an existing building encroachment onto the Savoy Villas property. The proposed building meets the required 20' setback from the property line and the landscape plan indicates a re- grading and re- vegetation of the portion of the Savoy Villas site that will be disturbed by the demolition of the encroaching building. Building A contains eight units on each of the three floors for a total of twenty -four units. There are three one - bedroom units and twenty -one two - bedroom units within the building. Building B is a mirrored version of Building A in architectural design and unit mix and is oriented in an east west direction along the back of the site. The ground floor one - bedroom unit in Building B will be used as an on -site management office. Should on -site management become unnecessary at this location at some point in the future this unit may be easily converted into a one - bedroom residential unit. Building C is slightly larger than Buildings A & B with ten units on each of the three floors for a total of thirty units. The building unit mix consists of twelve one - bedroom units and eighteen two- bedroom units. Building D is the largest of the four buildings with twelve units on each floor for a total of thirty -six units. The unit mix in Building D includes twelve one - bedroom units and twenty -four two - bedroom units. There are two different one - bedroom floor plans and three different two- bedroom floor plans. The unit summary included within architectural plan set details the unit distribution and specific floor plan sizes. The buildings have been designed to maximize efficiency and livability. A fully enclosed but unheated entry vestibule and stairway provides access to each pod of four units. This design is very efficient and results in a minimum of built but un- leased space yet provides fairly private access to each unit. The unit access from within the enclosed vestibule provides energy efficiency by eliminating entry doors that open directly to the outside air temperature. Every unit will have a washer, dryer and individual gas furnace and will be equipped with an Energy Star appliance package. The two- bedroom units all include two full bathrooms. All units are designed with full nine -foot ceilings, ample closet space and a kitchen that can accommodate a dining table. Every unit has an eight and a half foot deep covered balcony that is sized to accommodate a table and chairs and each balcony also includes a fully enclosed unheated storage area of at least five feet by eight feet with a useable height of nine feet. The accompanying architectural plan set addresses all of the required information to review the proposed development plan. 3.4 Detailed Zoning Analysis The Housing District is intended primarily to provide for employee housing development opportunities. Due to the nature and varying characteristics of employee housing a housing oriented zone district was specifically developed and adopted into the Vail Land Use Code. The stated intent of the Housing District is to ensure that employee housing is appropriately located and designed to meet the needs of residents of Vail, to harmonize with surrounding uses, and to ensure adequate light, air and open spaces. A. Permitted Uses The use proposed by the application is employee housing units, which is a Permitted Use in this zone district. The other uses on site are parking, landscaping, a park and an on -site management office which all provide required support to the primary permitted use. B. Conditional Uses There are no conditional uses proposed by this application. C. Setbacks The required setback is the Housing District is twenty feet (20') from the perimeter of the zone district. The proposed plan meets and exceeds this setback requirement in all areas. D. Coverage The Housing District allows for maximum site coverage of fifty -five percent (55 %) of the total site area. The site coverage of the proposed plan is 38,750 square feet, which equates to 17% of the 5.24 -acre site. This information is fully detailed on sheets A1.4 and A1.5 of the architectural plan set E. Landscaping and Site Development The Housing District requires at least thirty percent (30 %) of the total site area to be landscaped. The proposed plan includes a landscape area measured at 116,145 square feet, which equals 51 percent (51 %) of the site area. A landscape area calculation graphic exhibit has been included in the Development Standards Calculations & Exhibits plan set. F. Parking and Loading The Housing District, in recognition of the unique nature and characteristics of employee housing, allows for, at the discretion of the planning and environmental commission, a reduction in the parking requirements outlined in Chapter 10 of the Vail Land Use Code. This reduction is based on a demonstrated need for fewer parking spaces than required by Town Code. The applicant fully understands that the redevelopment of the eastern half of Timber Ridge must be a fully functional project and that the parking must work for the residents. The design of the project includes a parking count that the applicant believes will adequately meet the needs of the residents. The parking standards of the Town Code are by nature a generalist set of standards. Within the Village and LionsHead core areas parking is set at 1.4 spaces per residential unit. All areas of town outside of these core areas fall under a requirement known as Parking Schedule B. The parking requirement under Parking Schedule B for multiple family units is 1.5 spaces per each unit under 500 square feet and 2 spaces per unit for units between 500 and 2000 square feet. This standard is applied across the board, regardless of whether the units are in a triplex or in a 100 unit complex and is irrespective of location, proximity to transit or walkability to community services. The proposed new units range in size from 597 square feet to 933 square feet and although they all fall within the low end of the 500 — 2000 square foot size range the Parking Schedule B standard of two spaces for each unit results in an overall requirement of 226 parking spaces. The proposed plan includes 153 parking spaces. This equates to an allocation of 1 parking space for each one - bedroom unit and 1.47 parking spaces per each two- bedroom unit. This parking ratio is comparable to the parking provided in several similar rental housing projects within the valley and presents an efficient but functional level of service. The Housing Zone District was written in a manner that understands that these generalist standards may not be particularly applicable to local oriented housing projects and allows for a reduction from these standards. Timber Ridge is located adjacent to the Vail Post office and within 9/10 of a mile from two grocery stores, a hardware store, a sporting goods store and the other retail shops, restaurants and bars of the West Vail commercial core. Timber Ridge is also located within 8/10 of a mile from the Lions Head I -70 Overpass, which provides access to all of Lions Head. These distances are well within comfortable walking distance for a ft and active population. Timber Ridge is served by several overlapping bus routes and outside of the Village and LionsHead core area may have the best transit service of any location within the community. Timber Ridge residents can easily access any and all services within the Town of Vail, (social, medical, educational, government, employment, shopping, recreation) and via the ECO Transit system may utilize transit to visit down valley locations. Timber Ridge is an example of a project that by virtue of its location, its target resident demographic and the high quality Town of Vail transit system, can fully function with a reduced parking standard. G. Other Development Standards In the Housing District the development standards of lot area and site dimensions, building height and density control shall be as proposed by the applicant, as prescribed by the planning environmental commission. 1. Lot area and site dimensions This application proposes redevelopment of 5.24 acres of the approximately 10 -acre Timber Ridge site. The site is 885 feet in length along the North Frontage Road and is 233 feet deep at its east end and approximately 300 feet deep at the western boundary. 2. Building Height The proposed buildings are all three -story buildings with a gable roof form. The building heights range from just over thirty feet to forty -three feet and three inches. A complete building height plan indicating the heights at each building ridgeline is included in the architectural plan set. 3. Density Control There are a total of 113 units proposed for the 5.24 acre redevelopment site. That unit count equates to a density of 21.5 units per acre. The GRFA for the project totals 93,419 square feet. A complete GRFA analysis has been completed for each building. The GRFA calculations are fully detailed on sheets Al. 1, A1.2 and A1.3 of the architectural plan set. 4. Snow Storage The requirement for adequate snow storage is to designate a useable area equivalent to at least 30% of the total paved area of the site. The total hardscape area of the proposed development plan equals 72,871 square feet in area. The actual provided snow storage areas measure at 21,930 square feet, which meets the 30% requirement. A snow storage area calculation graphic exhibit has been included in the Development Standards Calculations & Exhibits plan set. 3.5 Utilities Water and sanitary sewer mains are located adjacent to or on the site and appear to be adequate to serve the proposed buildings. Natural gas, electric, television and telephone services are all available at the site. A complete civil engineering plan set that addresses all of the required utility service and civil engineering information is included with this application. 4.0 Housing District Criteria for Evaluation The Housing District describes six criteria that shall be used by the staff and planning and environmental commission as the principal means for evaluating a proposed development plan. Those criteria and the applicant's response to each follows below: A. Building design with respect to architecture, character, scale, massing and orientation is compatible with the site, adjacent properties and surrounding neighborhood. Applicant's response: The 10 -acre Timber Ridge site is located between the North Frontage Road and Lion's Ridge Loop in West Vail, with all site access via North Frontage Road. This stretch of the North Frontage Road is, in general, home to the largest concentration of large buildings in the West Vail region. East of Timber Ridge is the relatively large Vail Run and Simba Run buildings. Immediately west of these buildings, adjacent to the east boundary of the proposed redevelopment parcel is the smaller scale Savoy Villas. West of Timber Ridge is the US Post Office facility, the site of the approved Roost Lodge redevelopment and the large scale Vail Commons, City Market, Safeway and West Vail Mall Buildings. Timber Ridge has several attributes that make the site appropriate for high- density housing. Direct access off the North Frontage Road removes any traffic impact from secondary streets and residential neighborhoods. This same attribute allows for extremely efficient and high intensity transit service. The site is centrally located to allow reasonable walking distance to both Lionshead and the West Vail commercial district. The hillside behind Lions Ridge Loop is too steep to allow development so there are no immediate neighbors to the north and no view impacts to any other residential properties. Savoy Villas, located just east of Timber Ridge is oriented toward views to the south, over I -70 and to the southeast towards Vail Mountain. Timber Ridge is one of the very few sites in town available for high - density employee housing that can take advantage of these attributes. The proposed one hundred and thirteen units represent a modest density increase over the existing one hundred and two units on the redevelopment portion of the site. The units are arranged in four buildings of three stories each. This variation in building scale and the variation in building siting improve upon the existing Timber Ridge appearance. The size, scale and architectural design of the buildings is compatible with the neighborhood 9 and the surrounding properties and the redevelopment of the existing buildings to the proposed plan will be an asset to the community. B. Buildings, improvements, uses and activities are designed and located to produce a functional development plan responsive to the site, the surrounding neighborhood and uses, and the community as a whole. The proposed Timber Ridge plan provides buildings and improvements that have been specifically designed to produce a functional development plan that works with the shape and topography of the site. The site plan presents a functional and convenient facility for the residents and meets emergency services requirements for access and staging. The site plan meets or exceeds the site development standards for site coverage, landscape area and snow storage. Unit access is convenient from both the parking area and from the bus stop and meets ADA standards. Unit floor plans are efficient and livable. The plan is responsive to the adjacent Savoy Villas property by resolving an existing encroachment issue. The provision of efficient, livable and desirable housing units in an architecturally attractive design is responsive to the goals and needs of the community. A significant description of the site and unit amenities was included in the project description section of this narrative. Frontage Road and transit stop improvements are responsive to the site and the neighborhood. C. Open space and landscaping are both functional and aesthetic, are designed to preserve and enhance the natural features of the site, maximize opportunities for access and use by the public, provide adequate buffering between the proposed uses and surrounding properties, and when possible, are integrated with existing open space and recreation areas. The 10 -acre Timber Ridge site is currently home to 198 two- bedroom apartment units in 16 buildings, with extensive surface parking and site retaining walls. The proposed redevelopment site of 5.24 acres includes 102 of those existing units. The existing development has already significantly impacted the original natural features of this site. Under these existing conditions there is very limited useable open space available to residents. Some of the existing trees along the bike path will be retained while the proposed landscape plan provides for a nice mix of formal and informal plantings. The proposed site plan includes a park area located in a central portion of the site. This park will provide a gathering and informal recreation space to the residents. 10 The existing bike /pedestrian path that traverses the front of the site will remain and is not negatively impacted by the proposed plan. The landscape design represents a significant improvement over existing conditions and provides a very functional and meaningful open space and landscape design. The site plan provides adequate buffering to the adjacent land uses. D. A pedestrian and vehicular circulation system designed to provide safe, efficient and aesthetically pleasing circulation to the site and throughout the development. Timber Ridge is located along the North Frontage Road and the town bicycle and pedestrian path has been designed to pass through the site on Timber Ridge property. A well designed sidewalk system provides ADA compliant connections between buildings and from the parking areas and the bus stop. Vehicular access and circulation is direct and efficient. The North Frontage Road will be improved with acceleration and deceleration turn lanes at each of the two vehicular access points. The site plan has been designed to match up with the existing conditions bus stop and access drive and also to the proposed enhanced transit hub and redesigned access drive. The parking and access drives have been designed to meet the fire department requirements and will accommodate trash removal and delivery vehicles. E. Environmental impacts resulting from the proposal have been identified in the project's environmental impact report, if not waived, and all necessary mitigating measures are implemented as a part of the proposed development plan A complete environmental impact report for the Timber Ridge site was completed for a previous proposed project and evaluated by the town staff and Planning Commission. The recommend mitigation measures included improvements to the North Frontage Road to allow for appropriate turning movements and presented several alternative rockfall mitigation options. This application proposes appropriate turn lane improvements to the North Frontage Road. M The Town of Vail has advanced the study of the rockfall mitigation options and will present a proposed mitigation plan. The applicant and the Town of Vail will work together towards the final design and implementation of these mitigation measures. F. Compliance with the Vail comprehensive plan and other application plans. The Timber Ridge site has been the largest employee- housing complex in Vail since its construction in 1981. The Vail Comprehensive Plan and all of the other applicable long range planning documents and guiding documents recognize this land use as appropriate in this location. A necessary criterion for the 2007 re- zoning of the property to the Housing District was compliance with the Vail Comprehensive Plan and all other applicable plans. This positive re- zoning action serves as affirmation that the proposed land use is in compliance with the Vail Comprehensive Plan. This application for redevelopment of approximately half of the existing Timber Ridge complex does not represent a change in land use, but is a change in the physical arrangement and intensity of that existing land use. As such, this application remains in full compliance with all applicable Town of Vail comprehensive planning documents. 5.0 Retaining Wall Height Variance The Timber Ridge Development Plan application includes an accompanying application request for a variance from the retaining wall maximum height of 6 feet. The existing Timber Ridge site contains several retaining walls of significant height above six feet. The proposed plan keeps some of these walls in place and removes and replaces walls in other locations. The proposed development plan works with the site as it has been previously disturbed and represents a balancing of many different design goals. The site grading plan addresses the desired access point locations, provides ADA compliant pedestrian circulation and maximizes density and parking while maintaining fire department access and staging, snow storage and landscape areas. This balancing of site objectives results in a retaining wall design at the rear of the property that exceeds the six foot maximum height standard. The proposed retaining wall ranges in height up to approximately seventeen feet. There is a total of 4,351 square feet of wall area that exceeds the six -foot height limit. A detailed retaining wall height plan is included in the Development Standards Calculations & Exhibits plan set. 12 There are specific findings that must be made in order for the Planning Commission to approve a variance request. Those findings and the applicant's response to each finding are listed below: 1. That the granting of the variance will not constitute a grant of special privilege inconsistent with the limitations on other properties classified in the same zone district. Applicant response: The purpose section of the Housing District states that the "housing district is intended to provide adequate sites for employee housing which, because of the nature and characteristics of employee housing, cannot be adequately regulated by the development standards prescribed for other residential zone districts. It is necessary in this zone district to provide development standards specifically prescribed for each development proposal or project to achieve the purposes prescribed..." The Housing District allows for a flexible approach to prescribing development standards in order to provide an appropriate balance of standards while pursuing the housing goals of the community. The retaining wall height requirement is not a listed development standard and is therefore not subject to this customized allowance. However, this approach to design development standards does provide some insight into the way site development within the district may be reviewed. The overall goal of this redevelopment proposal has been to balance the housing objectives of the town with the provision of a high quality, functional site plan. This approach does not result in a grant of special privilege inconsistent with limitations placed on other properties within this district. This approach is very consistent within the Housing Zone District. 2. That the granting of the variance will not be detrimental to the public health, safety, or welfare, or materially injurious to properties or improvements in the vicinity. Applicant response: The proposed retaining wall design will not be detrimental to the public health, safety, or welfare, nor will it be materially injurious to any nearby property. The site plan has been designed to minimize the necessary retaining wall heights as much as possible while meeting the density and parking goals for the property. The proposed buildings and the site topography provide a significant visual screen from most adjacent viewpoints. The site grades do not negatively affect any 13 adjacent improvements. 3. That the variance is warranted for one or more of the following reasons: a. The strict or literal interpretation and enforcement of the specified regulation would result in practical difficulty or unnecessary physical hardship inconsistent with the objectives of this title. b. There are exceptional or extraordinary circumstances or conditions applicable to the site of the variance that do not apply generally to other properties in the same zone district. c. The strict or literal interpretation and enforcement of the specified regulation would deprive the applicant of privileges enjoyed by the owners of other properties in the same zone district Applicant Response: The requested variance is warranted as proposed. This application is a proposed redevelopment of an existing housing project within the Housing District. The existing conditions include a significant amount of site retaining walls. The strict application of the six -foot height limit would create a significant hardship to any redevelopment of the site and would therefore be inconsistent with the objectives of the Housing District. 6.0 Minor Subdivision The Timber Ridge Development Plan application includes a request for approval of a Minor Subdivision. The existing Timber Ridge parcel is 10.082 acres in size. In order to facilitate the redevelopment of a portion of the existing Timber Ridge site the parcel will be split into two separate lots. A final plat has been included with the plan package that meets all of the standards and requirements for a minor subdivision. 7.0 Summary The existing Timber Ridge development is thirty -two years old and the existing units have reached the end of their functional life cycle. The age of the property affects the desirability of Timber Ridge as a housing choice. The proposed development plan allows for an increase in density yet significantly improves functional aspects of the site and the livability of the apartments. This proposed redevelopment of a portion of Timber Ridge will provide a tremendous community benefit. 14 Parking Management Plan for the proposed re- development of the east portion of Timber Ridge December 2013 The Housing Zone District, in recognition of the unique nature and characteristics of employee housing, allows for, at the discretion of the Planning and Environmental Commission, a reduction in the parking requirements outlined in Chapter 10 of the Vail Land Use Code. This reduction is based on a demonstrated need for fewer parking spaces than required by Town Code. The purpose of this management plan is to provide information demonstrating a need for fewer parking spaces and to outline strategies for managing the provided parking to ensure a functional parking situation at the re0developed Timber Ridge property. The following paragraph presents the exact language as written in the Town of Vail Housing District: Off street parking shall be provided in accordance with chapter 10 of this title. No parking or loading area shall be located within any required setback area. At the discretion of the planning and environmental commission, variations to the parking standards outlined in chapter 10 of this title may be approved during the review of a development plan subject to a parking management plan. The parking management plan shall be approved by the planning and environmental commission and shall provide for a reduction in the parking requirements based on a demonstrated need for fewer parking spaces than chapter 10 of this title would require. For example, a demonstrated need for a reduction in the required parking could include: A. Proximity or availability of alternative modes of transportation including, but not limited to, public transit or shuttle services. B. A limitation placed in the deed restrictions limiting the number of cars for each unit. C. A demonstrated permanent program including, but not limited to, rideshare programs, carshare programs, shuttle service, or staggered work shifts. (Ord. 19(200 1) § 2: Ord. 3(200 1) § 2) The parking standards of the Town Code are by nature a generalist set of standards. Within the Village and LionsHead core areas parking is set at 1.4 spaces per residential unit. All areas of town outside of these core areas fall under a requirement known as Parking Schedule B. The parking requirement under Parking Schedule B for multiple family units is 1.5 spaces per each unit under 500 square feet and 2 spaces per unit for units between 500 and 2000 square feet. The parking requirement is based solely on the size of the unit with no consideration for number of bedrooms or assumed occupancy. The standard is applied across the board, regardless of whether the units are in a triplex or in a 100 -unit complex and is irrespective of location, proximity to transit or walkability to community services. The proposed 113 new units range in size from 597 square feet to 933 square feet and all fall well within the low end of the 500 — 2000 square foot size range. The parking requirement under Schedule B is the same for each unit, regardless of whether the unit is a one or two bedroom floor plan. This Parking Schedule B standard of two spaces for each unit results in an overall requirement of 226 parking spaces. The proposed plan includes 153 parking spaces. This equates to an allocation of 1 parking space for each one - bedroom unit and an average of 1.47 parking spaces per each two - bedroom unit. This parking ratio is comparable to the parking provided in several similar rental housing projects within the valley and presents an efficient but functional level of service. Timber Ridge meets the generally used definitions for Transit Oriented Development. The property is served by several overlapping bus routes and may very well have the best transit service of any location within the community outside of the Village/Lionshead shuttle. Timber Ridge residents can easily access any and all services within the Town of Vail, (social, medical, educational, government, employment, shopping, recreation) and via the ECO Transit system may utilize transit to visit down valley locations. Coupled with the cost and availability of core parking this makes Timber Ridge a prime location for residents looking to minimize or avoid the need to own a car. Timber Ridge is located adjacent to the Vail Post office and is less than a mile from two grocery stores, a hardware store, a sporting goods store and the other retail shops, restaurants and bars of the West Vail commercial core. Timber Ridge is also located less than a mile from the Lions Head I -70 Overpass, which provides access to all of Lionshead. These distances are well within comfortable walking distance for a fit and active population. There are management techniques that are commonly used in other rental housing projects in the area. The primary focus will be on parking management and control. The provision of an on -site management office will facilitate this task. Residents will be required to register their vehicles and will be issued parking permits to be prominently displayed. Active management of non - resident parking, for example, day skiers attempting to "poach" parking and take advantage of the free transit system, will be critical. One option that has been used in several rental buildings is to create a policy of allocating one parking space per unit and charging an additional $75 monthly charge for a second parking space. Priority would be given to two- bedroom units for allocation of the second parking spaces. This fee could be adjusted as appropriate to meet parking goals. A potential accompanying strategy could be to create a priority system that gives preference to potential renters that will not park a car, or will only park one car. The applicant fully understands that the redevelopment of the eastern half of Timber Ridge must be a fully functional project and that the parking must work for the residents. Corum Real Estate is the current and long -time management agency for the existing Timber Ridge units. Corum has actively consulted on the design of the proposed re- development and has provided excellent input to the project team. Corum believes that the number of parking spaces proposed will adequately meet the needs of the residents. The provision of one space per one - bedroom unit and an average of 1.5 spaces per each two - bedroom unit, in conjunction with the excellent transit service, proximity to a full range of services and the above mentioned management strategies, implemented and adjusted as necessary to achieve their goals, should allow the proposed parking to meet the need of the residents. Timber Ridge is an example of a project that by virtue of its location, its target resident demographic and the high quality Town of Vail transit system, can fully function with this level of reduced parking standard. r ♦� ti ko AOKI CONSULTANT CONTACTS OWNER /CONTRACTOR: VAIL TIMBER RIDGE LLC- JEN WRIGHT AND CO. / (970) XXX PROJECT ARCHITECT: BERGLUND ARCHITECTS - HANS BERGLUND / (970) 926 -4301 CIVIL ENGINEER: ALPINE ENGINEERING, INC. - GARY BROOKS / (970) 926 -3373 STRUCTURAL ENGINEER: XXXX / MEP: XXXX / LANDSCAPE ARCHITECT: DENNIS ANDERSON / (970) 926 -7200 CITY GOVERNMENT: TOWN OF VAIL - MARTIN HAEBERLE / (866) 650 -9020 .b ` a 'p r t .r: ;•s. > Y�. mot' - -• t �. - Yr . : ,- ..- .4r44Y - . - 7� 7° ��' ^ r ' � .:.#, _� �� Ra � !� rimy :'� ti.• _ --] �� r yjr � A -�i IPIF , - - - -2- - w'•- +c - 21W Ni��� .. ty.� ..,!. .�, �. .. :_,. .. - .. .. .' __ Y„"( �-', •. � . ".rcAwS'.`. .,� , -��x -_ ° �•� � tea,- � �� „�y� r4 .A'y+�[�- r'.:rv+1 :�'""�"'��q�►+''i,_i.r t- .iYrx�t_- ��a`a�."_�.,�i�y�_•.. '�' # -- ,. .:: �. .r ". a -. �y'Y�'r, :7'•e= -- '+F+.v'SS+? ::;�..t'- , i -�' N ••. 'c- •'c�.-ret!•.,...:.. t.`.4.,. +„ i yam•. '.uSS.-ii- • ;'{,v.n+_- q. , `'- _ �. 4 t s" x r 7 `S r���lY'_�!!.wsst - .��.,�_...�!•.: -..... �_ ..3a..t". �.- <:.��ae....' -� _:. ,f,�e`.r..,:.�3�1.:. r .,�3.,.i.i.li' :.#� ,.�d���1. .•, ....i- s.....; '"�+P+_�� .. �.:_. - SHEET INDEX CIVIL DRAWINGS C1.00 C1.01 C1.02 BLDG A & B GRFA CALCS & SUMMARY COVER SHEET PRELIMINARY SITE PLAN GROUNDPLANE CONTOUR MAP C2.01 -2.02 GRADING PLAN C2.03 SITE COVERAGE CALCULATIONS SOIL NAIL WALL PLAN & PROFILE C2.04 -C2.05 BUILDING SECTIONS C3.01 -C3.02 STORM SEWER PLAN C4.01 -C4.02 UTILITY PLAN C5.01 BUILDING A PLANS EROSION CONTROL PLAN C6.01 -C6.04 DETAILS LANDSCAPE DRAWINGS 1-1.1 LANDSCAPE PLAN 1-1.2 LIGHTING PLAN ' - .,r��J�,.. .. ui a.� * ,i{�F•,!n .',. � 'rs � x1 +) -yam .. f � b '*r.. �•�r,..._ - erg 1.�+ -r{, �L f N � u ,� �+ ' S• i +s ry a .Y y :'e. i� ARCHITECTURAL DRAWINGS A1.1 BLDG A & B GRFA CALCS & SUMMARY A1.2 BLDG C GRFA CALCS A1.3 BLDG D GRFA CALCS A1.4 SITE COVERAGE CALCULATIONS A1.5 SITE COVERAGE CALCS & SUMMARY A2.0 SITE PLAN A2.1 EXTERIOR STAIR DETAILS A2.2 DUMPSTER ENCLOSURE A3.1 BUILDING A PLANS A3.2 BUILDING A PLANS A3.3 BUILDING B PLANS A3.4 BUILDING B PLANS A3.5 BUILDING C PLANS A3.6 BUILDING C PLANS A3.7 BUILDING D PLANS A3.8 BUILDING D PLANS A3.9 UNIT PLANS A4.1 BUILDING A ELEVATIONS A4.2 BUILDING B ELEVATIONS A4.3 BUILDING C ELEVATIONS A4.4 BUILDING D ELEVATIONS US Mail Onlv: P. O. Box 2378 Physical/ Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards. Colorado 81632 -2378 (970) 926 4301, F2x: 926 4364 hansCo)berglundarchitects.com www . berglundarchitects.com (Do Illllllmm ;mU Z L LI > C LLI O J O O = oa o0 W W > Nm m LLI L LLJ Ln > Q J REVISION SCHEDULE # DESCRIPTION DATE Date 11 -22 -13 PEC & CONCEPTUAL, DRB N SUBMITTAL 4 N GROUND FLOOR AREA PLAN U 1 /8-= 1' -0" - 2ND & 3RD FLOOR AREA PLAN 2', 1/8" = 1' -0" US Mail Onlv: P. O. Box 2378 Physical/ Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards. Colorado 81632 -2378 (970) 926 4301, F2x: 926 4364 hansCo)berglundarchitects.com www . berglundarchitects.com GENERAL NOTES: 1) Timber Ridge Building B is a mirrored version of Building A with a building 4 management office located in the 1 Bedroom Unit at Ground Level. CY) 2) Per Town of Vail Code Title 12, Chapter 15 'GRFA Requirements by Zone District' L for Zone District Housing (H): a) GRFA square footage is measured to the outside face of the sheathing of the _ w exterior walls. b) Common hallway &stairway areas are excluded from GRFA calculation per W -- 4- Section 12 -5 -3B, 1.a.(1).(A). J 0 c) Roofed or Covered Decks & Terraces meeting the requirements of Section 4— r 12 -5 -3B, 1.a.(9) are excluded from GRFA calculation. 0 am d) Ground Level Office Space in Building B used exclusively for the management = v and operation site facilities is excluded from GRFA calculation per Section 12 -5 -3B, 1.a.(1).(G). F— Timber Ridge Redevelopment W W Lots 1 -5, A resubdlvlslon of Llonsrldge Subdivision Block C, a � � Town of Vail, CO I Q� Zone District: Housing ( H) LU L Square Footage Summary GRFA F) in (S 0 ■ BUILDING A FM W L � � r ■— Ground Level 6,905 2nd Level 6,905 3rd Level 6,905 Alarm & Sprinkler Room 75 J Total 20,790 SF BUILDING B Ground Level (LESS Office Space) 6,306 2nd Level 6,905 3rd Level 6,905 Alarm & Sprinkler Room 75 Total PROJECT SUMMARY 20,191 SF GRFA Area Building A 20,790 Building B 20,191 Building C 23,478 Building D 28,960 TOTAL PROJECT GRFA 93,419 SF REVISION SCHEDULE # DESCRIPTION DATE Date 11 -22 -13 Drawn by AC Checked by HB Scale As Noted BLDG A & B F-1 GRFA CALCS o' 4' 8' 16' 32' & SUMMARY A1.1 LO N c N 4 N GROUND FLOOR AREA PLAN COMMON CDA(`D JP - -7 - -A C 2ND & 3RD FLOOR AREA PLAN 1/8" = 1' -0" GENERAL NOTES: 1) Per Town of Vail Code Title 12, Chapter 15 'GRFA Requirements by Zone District' for Zone District Housing (H): a) GRFA square footage is measured to the outside face of the sheathing of the exterior walls. b) Common hallway & stairway areas are excluded from GRFA calculation per Section 12 -5 -313, 1.a.(1).(A). c) Roofed or Covered Decks & Terraces meeting the requirements of Section 12 -5 -313, 1.a.(9) are excluded from GRFA calculation. Timber Ridge Redevelopment Lots 1 -5, A resubdivision of Lionsridge Subdivision Block C, Town of Vail, CO Zone District: Housing ( H ) Square Footage Summary GRFA (SF) BUILDING C Ground Level 7,801 2nd Level 7,801 3rd Level 7,801 Alarm & Sprinkler Room 75 Total 23,478 SF US Mail Onlv: P. O. Box 2378 Physical/ Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards. Colorado 81632 -2378 (970) 926 4301, F2x: 926 4364 hansCo)berglundarchitects.com www . berglundarchitects.com �o �U UJ C > LLI O J O O = oa o0 W W > Nm m LLI L FM Lu L1 Q J REVISION SCHEDULE # DESCRIPTION DATE Date 11 -22 -13 Drawn by AC Checked by HB Scale As Noted BLDG C F-1 GRFA 0' 4' 8' 16' 32' �' A L C S A1.2 LO N 0 N 4 N GROUND FLOOR AREA PLAN J 1/8" = V -0" n 2ND & 3RD FLOOR AREA PLAN Timber Ridge Redevelopment Lots 1 -5, A resubdivision of Lionsridge Subdivision Block C, Town of Vail, CO GENERAL NOTES: 1) Per Town of Vail Code Title 12, Chapter 15 'GRFA Requirements by Zone District' for Zone District Housing (H): a) GRFA square footage is measured to the outside face of the sheathing of the exterior walls. b) Common hallway & stairway areas are excluded from GRFA calculation per Section 12 -5 -313, 1.a.(1).(A). c) Roofed or Covered Decks & Terraces meeting the requirements of Section 12 -5 -3B, 1.a.(9) are excluded from GRFA calculation. Zone District: Housing ( H ) Square Footage Summary GRFA (SF) BUILDING D US Mail Onlv: P. O. Box 2378 Physical/ Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards. Colorado 81632 -2378 (970) 926 4301, F2x: 926 4364 hansCo)berglundarchitects.com www . berglundarchitects.com �o �U L C > LLI O J O O = oa o0 O .N U W W > Nm m LLI L FM Lu L1 Q J REVISION SCHEDULE # DESCRIPTION DATE Ground Level 9,626 BLDG D 2nd Level 9,626 3rd Level 9,626 Alarm & Sprinkler Room 82 GRFA Total 28,960 SF CALLS 0' 4' 8' 16' 32' A1.3 LO N N 4 N Date 11 -22 -13 Drawn by AC Checked by HB Scale As Noted Ground Level 9,626 BLDG D 2nd Level 9,626 3rd Level 9,626 Alarm & Sprinkler Room 82 GRFA Total 28,960 SF CALLS 0' 4' 8' 16' 32' A1.3 LO N N 4 N _ _ IAREA OF ROOF AREA ROOF I BEYOND 4' BEYOND 4' 1 r � r r i I II I I 1 77 SF 77 SF L — — — — L — — — — J I I 1 — — — — — F— — — — — — J - - - -J L--- - - - - -J L — — — — — — — — — -J IAREA OF ROOFI IAREA OF ROOFI r BEYOND 4' I I BEYOND 4' L -77 SF —� I -j --1 — — — — — --1 F- — — — — — L — — — — — — — J I SITE COVERAGE 7486 SF L- - - - -� ------ - - - --1 r---- - - - - -- r---------------- ii L — — — — — I I Jai � I I— - - - -�� I I I 1 I --1 F— —1 IAREA OF ROOFi _ _ _ I 1 IAREA OF ROOK gIREA OF ROOF I- -I BEYOND 4' 11 -1 I I j- BEYOND 4' BEYOND 4' 1 AEA OF ROOF L — 52 SF J AREA OF ROOF I I I I AREA OF ROCS L _ L__ J 1 BEYOND 4 1 I BEYOND 4 1 L_— L__ J I BEYOND 4 1 52 SF L —61 SF J 61 SF J L 61 SF 61 61 SF L — — — J SITE COVERAGE AREA PLAN - BLDG A &B 1/8" = 1' -0" TIMBER RIDGE REDEVELOPMENT 1280 N. Frontage Road , Vail CO Zone District: Housing ( H ) Summary SITE COVERAGE Building A Building B Building C 0' 4' 8' 16' Area 8,142 8,142 9,475 32' US Mail Only: P. O. Box 2378 Physical/ Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards. Colorado 81632 -2378 (970) 926 4301, F2x: 926 4364 hansCo)berglundarchitects.com www . berglundarchitects.com �o �U L C > LLI O J O O = oa o0 W W > Nm m LLI L Lu L1 VOW Q J REVISION SCHEDULE # DESCRIPTION DATE Date 11 -22 -13 Drawn by AC Checked by HB Scale As Noted SITE COVERAGE CALCS A 1.4 LO N N 4 N ArREA OF ROOF REA OF R0 3F RA EA OF ROOF AREA OF ROOF __ _ BEYOND 4' I I BEYOND 4' r — — I I AREA F — — BEYOND 4 FAR - -- — — — EA OF ROOD BEYOND 4 r — — _ _ _ I I 61 SF !AR—EA OF ROOFS I L J 61 SF I I J I _ _ O D 4' AREA OF ROOD !'BEYOND 4' 1 1 61 SF I I BEYOND 4' I 1 61 SF I I I I - -- I BEYOND 4' 1 - -_ I 1 BEYOND 4' 1 1 61 SF I L — — — J L_52SF_J L —__J I I I I L --s2 zsF — J 1 I L -52 SF —J L —__J — - - -- 1 - I L— — — — — — — — — — — — — — — — — — — — — J L — — -_ �, — — J L- — — — — — — — — ,,fir — J L — — — — — — — — — — — — — — — — — 1 -� - SITE COVERAGE 1 8635 SF I 1 I i I 1 1 1 1 1 I i F- — — - — — — — r — — — — — — — — — — — — — — -- I r — — — — - r — — — — — — — - r — — — — J L — — r — — — — J AREA OF ROOF L- BEYOND 4' - - - -- - - - -- - - -- I 1 ____ AREA 6 SF OF ROOF F- — — — — - I BEYOND 4' I L__ J 1 1 � - - - -� AREA OF ROOF' 1 I OF ROOF �REAOFRO�F 1 IAREA OF ROOF1 BEYOND 4' I g0 SF 1 L_- I I I BEYOND 4' IAREA I I 1 BEYOND 4' J I 1 BEYOND 4' J —� 77 SF 1 - - -� —� 1 77 SF 1 L -- 1 77 SF 1 L -- 1 62 SF 1 L _ _ _ _ J L _ _ _ _ J L _ _ _ _ J L _ _ _ J TIMBER RIDGE REDEVELOPMENT 1280 N. Frontage Road , Vail CO Zone District: Housing ( H ) Summary SITE COVERAGE Building A Building B Building C 0' 4' 8' 16' Area 8,142 8,142 9,475 32' US Mail Only: P. O. Box 2378 Physical/ Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards. Colorado 81632 -2378 (970) 926 4301, F2x: 926 4364 hansCo)berglundarchitects.com www . berglundarchitects.com �o �U L C > LLI O J O O = oa o0 W W > Nm m LLI L Lu L1 VOW Q J REVISION SCHEDULE # DESCRIPTION DATE Date 11 -22 -13 Drawn by AC Checked by HB Scale As Noted SITE COVERAGE CALCS A 1.4 LO N N 4 N L L _ _ AREA OF ROOF F 'BEYOND 4' F- — — — -1 _ _ AREA OF ROQF r BEYOND 4' 4REA OF ROQF _ _ BEYOND 4' �1 _ _ AREA OF ROQF r � BEYOND 4' BEYOND 4' � AREA OF ROOF AREA OF ROQF 1 Q I AREA OF ROOF I I I'q 1 61 SF BEYOND 4 BEYOND 4 � — — � I I 61 SF F BEYOND 4 61 SF I I I I 61 SF -p�pp fp` F' 61 SF L___J I L___J L___J I I L BEYOND 4' J 1 I 52 SF I I 61 SF I I I L J L - -- J I I h 52 SF I I I I — — — __ _ I 52 SF 1 L - - — — - - - -7 I I I - - - -7 F- — — — —J I I - --- -� r — — — — - L J L J L J L J L - - - - - - -i r - - - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L L I I I r — — — — — — — — — — — — — — — — — — — — — 7 r — — — — - r— AREA OF ROO F-AREA OF ROOT I BEYOND 4' I I BEYOND 4' L 1 77 SF I 1 80 SF 1 L L - - — — — J L - - - - -—J SITE COVERAGE AREA PLAN - BUILDING D 1/8" = V -0" SITE COVERAGE AREA PLAN - 2 , EXTERIOR STAIR WEST 1/8 = V-0" SITE COVERAGE AREA PLAN - EXTERIOR STAIR CENTER SITE COVERAGE AREA PLAN - EXTERIOR STAIR EAST 4 1/8" = V -0" SITE COVERAGE 10467 SF I FAREA -017R60F -j rAREA-0E-R -0 1 BEYOND 4' + 1 BEYOND 4' 1 77 SF I 77 SF L _ _ L _ — — _ J II III SITE COVERAGE 00 SF it 11 11 11 11 11 �I - J SITE COVERAGE AREA PLAN - 5 DUMPSTER ENCLOSURES 1/8 = V-0" F -- — — — — — — — - F — — — — — — — — — — — — — — -- I J — — — — AREA OF ROO � BEYOND 4' L I AREA OF ROOF I 1 78 SF L L -- J I BEYOND 4' 1 L - - - -� L _ 77 SF_ J TIMBER RIDGE REDEVELOPMENT 1280 N. Frontage Road , Vail CO Zone District: Housing ( H ) PROJECT SUMMARY SITE COVERAGE Building A Building B Building C Building D Exterior Stair - West Exterior Stair - Center Exterior Stair - East Dumspter Enclosures (3) Area 8,142 8,142 9,475 11,456 191 216 228 900 I> AREA (jF ROOF BEY ND 4' I 1 1 SF TOTAL SITE COVERAGE 38,750 SF J 0' 4' 8' 16' US Mail Onlv: P- O. Box 2378 Physical/ Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards. Colorado 81632 -2378 (970) 926 4301, F2x' 926 4364 hansCo)berglundarchitects -com www . berglundarchitects.com Q)o Illllllmm CY)U Z W C > W 4- O O = am o0 O .N U � W W > Nm m LU L Fm LU L1 Q J REVISION SCHEDULE # DESCRIPTION DATE Date 11 -22 -13 Drawn by AC Checked by HB Scale As Noted SITE COVERAGE CALCS & 32' SUMMARY A1.5 LO N N 4 (V 10 8132 8130 8128 8126 12 8124 8122 8120 8118 12 8116 8114 8112 8110 8108 8106 8104 8102 8101 0 o+ D C 8124 8122 5 8120 8118 8116 8114 8112 8110 8108 8106 7 0 0 0 FMV 8122 8120 8 g118 14 8116 8114 8112 �/ / / 8110 17 8108 N + 0 0 + 0 �r Mal- 00 US Mail Only: P.O. Box 2378 Physical/ Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632 -2378 (970) 925 4301, Fax: 926 4364 hans(c-bbergl undarchitects.com www. . berglundarchitects.com LLI Lu �0 J 0 am 0 0 Uj LLI U > =.2 LLI so L6 Uj I Vm 0.0 4NO 0 :; J C0 REVISION SCHEDULE # DESCRIPTION DATE a LO CD GROUND LEVEL PLAN 1/4" = 1' -0" ROOF PLAN \ 1/411 = 1' -0" SECTION 1/411 = 1' -0" SOUTH ELEVATION U 1/4" = 1' -0" kRKING LEVEL �1 6' -0° LEVEL 0' -off _1 UPPER PARKING LEVEL 61-01' �I ENTRY LEVEL 0' -0" v n 3D VIEW J NOTE: Design Build Engineered Snow Clips to be installed throughout all roofs 0' 2' 4' 8' 16' EXTERIOR STAIR DETAILS 2.1 MAIN LEVEL FLOOR PLAN 1/411 = 1' -0" "v Section 1 1/411 = 1' -0" 4 {3D} Y MTL ROOFING ON 2x6 RAFTERS 24" O.C. [WRIZI 4111111111341x918111 MAIN LEVEL FLOOR PLAN FINISHED_ FLOOR 0' -0" US Mail Onlv: P.O. Box 2378 Physical/ Fedex: 210 Edwards Village Blvd, Bldg A Suite Al 03 Edwards, Colorado 81632 -2378 (970) 926 4301, Fax 926 4364 hansaberpl undarch itects.com www. . berglundarchitects.com C;)�o U L C > W 0 J O O = oa o0 W LI > Nm 00 LLI ao Fm LLJ Wja o� J REVISION SCHEDULE # DESCRIPTION DATE Date 11 -22 -13 Drawn by AC Checked by HB Scale As Noted DUMPSTER ENCLOSURE i u LO LO 0' 2' 4' 8' 16' r ►A 2.2 M Qp i I� UNIT A208 - TYPE E U 2 BEDROOM [933.20 SF] g DN F I j 0 F-41 O E61 00 00 �II ❑ UNIT A207 - TYPE C 2 BEDROOM [869.62 SF] (> L o � � n � Illlili�l 2ND FLOOR PLAN 2 N 0 open to below 10' - 5 1/4" i u L � UNIT A206 - TYPE D 2 BEDROOM [911.11 SF] 155'- 1 1/8" _I F_ UNIT A204 - TYPE D �1 L 2 BEDROOM 911.11 SF F 71� !E __1 1. — —— III r1 \I VP'%V I r1%1 [--Ili II \I VV/ 2X4" TREX SQUARE EDGE BOARDS @ 5" O.C. TO 6' AFG 11 j �1 L 11 T- 4" CLEAR DN n i �L L.1 E-11M UNIT A202 - TYPE D�' 2 BEDROOM [911.11 SF]_ C r UNIT A205 - TYPE C 2 BEDROOM [869.62 SF] - - -J - -- UNIT A203 -TYPEC �2 BEDROOM [869.62 SF] U o� HEVI HL -374 WALL MOUNTED SCONCE AT BALCONIES TYP. 2X6" TIMBER DRIP THROUGH DECK AT UPPER BALCONIES UNIT A201 -TYPE A 1 BEDROOM [597.31 SF] L U open to` below 34" HIGH PONY WALL RAILING AT INTERIOR CORRIDOR 0 KNOX BOX, HORNSTROBE AND FIRE DEPARTMENT CONNECTIONS 0 'v ca NO 0' 4' 8' 16' US Mail Onlv: P.O. Box 2378 Physical/ Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632 -2378 (970) 926 4301, Fax 926 4364 hansaberpl undarch itects.com www. . berglundarchitects.com �o Illllllmm �U UJ C > W O J O O = am o0 O .N U W W � Nm 00 LLI ao Fm Lu o� J REVISION SCHEDULE # DESCRIPTION DATE Date 11 -22 -13 Drawn by AC Checked by HB Scale As Noted BLDG A r. PLANSLO LO 32' r A3.1 M 3RD FLOOR PLAN 2 1/8" = 1' -0" - ROOF PLAN -2 1' -0" HEVI HL -374 WALL MOUNTED SCONCE AT BALCONIES TYP. 2X6" TIMBER DRIP THROUGH DECK AT UPPER BALCONIES 0 34" HIGH PONY WALL RAILING AT INTERIOR CORRIDOR 2X8 TREX FASCIA INSTALLED THROUGHOUT PSM GUTTERS AND DOWNSPOUTS IN DARK BRONZE FINISH TYP. DESIGN BUILD ENGINEERED SNOW CLIPS INSTALLED THROUGHOUT ALL ROOFS US Mail Onlv: P.O. Box 2378 Physical/ Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632 -2378 (970) 926 4301, Fax 926 4364 hansaberpl undarch itects.com www. . berglundarchitects.com (Do Illllllmm 0)U UJ Z C > W O J O O = am o0 O .N U W W � Nm 00 LLI ao Fm Lu o� J REVISION SCHEDULE # DESCRIPTION DATE Date 11 -22 -13 N Drawn by AC Checked by HB scale As Noted BLDG A r. LO PLANS v 0' 4' 8' 16' 32' r A3.2 M Qp II II II I I IIIIIIIIIII II ,s 0 34" HIGH PONY WALL RAILING AT INTERIOR CORRIDOR 2X8 TREX FASCIA INSTALLED THROUGHOUT PSM GUTTERS AND DOWNSPOUTS IN DARK BRONZE FINISH TYP. DESIGN BUILD ENGINEERED SNOW CLIPS INSTALLED THROUGHOUT ALL ROOFS US Mail Onlv: P.O. Box 2378 Physical/ Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632 -2378 (970) 926 4301, Fax 926 4364 hansaberpl undarch itects.com www. . berglundarchitects.com (Do Illllllmm 0)U UJ Z C > W O J O O = am o0 O .N U W W � Nm 00 LLI ao Fm Lu o� J REVISION SCHEDULE # DESCRIPTION DATE Date 11 -22 -13 N Drawn by AC Checked by HB scale As Noted BLDG A r. LO PLANS v 0' 4' 8' 16' 32' r A3.2 M Qp KNOX BOX, HORNSTROBE AND FIRE DEPARTMENT CONNECTIONS i c DOWNPIPE LOCATIONS AS INDICATED HEVI HL -374 WALL MOUNTED SCONCE AT BALCONIES TYP. J sl�j L �U UNIT B102 - TYPE D !� 2 BEDROOM [911.11 SF] , 11cl I IL O O 9'- 7 1 /2" alarm & sprinkler room i 1 ST FLOOR PLAN 2ND FLOOR PLAN 2 1/8" = 1' -0" UNIT B101 -OFFICE [597.31 SF] F - -- r--- open to above Dq L / \ I Lam❑ UNIT B104 - TYPE 2 BEDROOM [911.11 SF] ❑❑ ' III 70 F—==i ❑ 00 00 UNIT B103 - TYPE C 2 BEDROOM [869.62 SF] J I n� itI❑n PRIVACY SCREENS AT ENTRY W/ 2X4" TREX SQUARE EDGE BOARDS @ 5" O.C. TO 6' AFG HEVI HL -374 WALL MOUNTED SCONCE AT EITHER SIDE OF ENTRY TYP. 155'- 1 1/8" I UNIT B106 - TYPE D 2 BEDROOM [911.11 SF] Eli � \--I `N UNIT B108 - TYPE E 2 BEDROOM [933.20 SF] T 4" CLEAR TYP. I� - - -� - - -�I - -� - -� ❑ — O 0 ❑ - - �i ❑ c) — ❑' oO 00 00 1 7- 7— 1� �� � UNIT B105 - TYPE C 2 BEDROOM [869.62 SF] open to above i T J 6'- 10 112" o 144'- 0 1/16" 155' - 1 1 /8" V VVI YVL / \ 1 V/ \L.VVI YILV 1 1 1 2X6" TIMBER DRIP THROUGH DECK AT UPPER BALCONIES 00 00 UNIT B107 - TYPE C 2 BEDROOM [869.62,51-j 34" HIGH PONY WALL RAILING AT INTERIOR CORRIDOR I (, 0 io GAS METERS co s N O 16' 32' BLDG B PLANS 3.3 2 BEDROOM [911.11 SF] F I 3RD FLOOR PLAN 2 1/8" = 1' -0" 2X6" TIMBER DRIP THROUGH DECK AT UPPER BALCONIES 34" HIGH PONY WALL RAILING AT INTERIOR CORRIDOR US Mail Onlv: P.O. Box 2378 Physical/ Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632 -2378 (970) 926 4301, Fax 926 4364 hansaberpl undarch itects.com www. . berglundarchitects.com W Illllllmm L UJ Z 0 > LLI J p am 0 Q 0 W UU 0 m LLI ,0 Fm Lu'� '- r 0 J U) REVISION SCHEDULE # DESCRIPTION DATE N Date 11 -22 -13 Drawn by AC Checked by HB Scale As Noted BLDG B r. PLANSLO ff 0' 4' 8' 16' 32' _ S cn A3.4 0 - ECTRIC METERS HEVI HL -374 WALL MOUNTED SCONCE AT EITHER SIDE OF ENTRY TYP. DOWNPIPE LOCATIONS AS INDICATED 166'- 0 1/16" — F ° ZX Ltj I I D open to n open to ❑ ❑ above above UNIT C105 - TYPE C UNIT C103 - TYPE C 1 BEDROOM UNIT BEDROOM - TYPE A [597.31 SF] UNIT C107 - TYPE A 2 BEDROOM [869.62 SF] 2 BEDROOM [869.62 SF 1 BEDROOM [597.31 SF] �j - - - - — 00 0 o 0 -' O Oo C� ❑ ❑ en ❑ °O o° o ° - - ° ° - -u ❑ 00 -- o° ❑ 00 - -- 00 0 0 00 o o � n ■ , � m ❑ -- J %% \\ T - 4" CLEAR TYP. %� �� ❑ /% C - UNIT C110 -TYPED Y UNIT C108 - TYPE B [ UNIT C106 - TYPED r UNIT C104 - TYPE D_ BEDROOM [911.11 SF] 1 BEDROOM [632.55 SF] 2 BEDROOM [911.11 SF] 2 BEDROOM [911.11 SF LE Lj L 1 HEVI HL -374 WALL MOUNTED °✓ ~ ✓� SCONCE AT BALCONIES TYP. 186'- 21/8" 1 ST FLOOR PLAN 2X6" TIMBER DRIP THROUGH DECK AT UPPER BALCONIES DOWNPIPE LOCATIONS AS INDICATED 166'- 0 1/16" 10'- 51/4" 10'- 51/4" 34" HIGH PONY WALL RAILING AT INTERIOR CORRIDOR PRIVACY SCREENS AT ENTRY W/ 2X4" TREX SQUARE EDGE BOARDS @ 5" O.C. TO 6' AFG + open to above ❑ UNIT C101 -TYPE A; UP 1 BEDROOM 5❑�__9_7_.3�__1_,,SIIF] EEEI IL <I 1 = ME IIVIA - -A - - -A 10'- 51/4" 0 0 0 lid I T r U al L+ open to rF open to open to ❑ � below I" ❑ below � n / below n - - C UNIT C209 - TYPE A UNIT C205 - TYPE C UNIT C203 - TYPE C UNIT C207 - TYPE A 2 BEDROOM [869.62 SF] 2 BEDROOM 869.62 SF] �❑ 1 BEDROOM [597.31 SF] ��, - [ 1 BEDROOM [597.31 SF] — UP �� _ _ UP 7-1 'V Oo 00 F-775- !E1 LD r ILI °O O0 o _ - F I °o 00 - (� — o 0 0 0 ❑ ■ O o 0 0 �J ❑ ❑ ❑ ❑ -❑ 00 00 � _ � 00 Oo lD ❑ CL —DN 4 T- 4" CLEAR TYP. — ❑ 1 ft UNIT C210 - TYPED UNIT C208 - TYPE B � UNIT C206 - TYPED i UNIT C204 - TYPE D 2 BEDROOM [911.11 SF] 1 BEDROOM [632.55 SF] 2 BEDROOM [911.11 SF] 2 BEDROOM [911.11 SF] �I + ❑ + EL Li _ I '\\ HEVI HL -374 WALL MOUNTED ° SCONCE AT BALCONIES TYP. 186'-21/8" 2ND FLOOR PLAN 2 °o o° ■ alarm & sprinkler room 00 ❑ o° v ray ❑ UNIT C102 -TYPE C - 2 BEDROOM [869.62 SF]-7 E 0 Ti ICI I UNIT C201 -TYPE A 1 BEDROOM [597.31 ��- SF]] u � o a❑ � I �� ❑ 6 LIJ ° LLI 00 0 CE ❑ UNIT C202 -TYPE C 2 BEDROOM [869.62 SF] 0 I mil ❑ ��� � KNOX BOX, HORNSTROBE AND FIRE DEPARTMENT CONNECTIONS I I o I I GAS METERS I I i 0 US Mail Only: P.O. Box 2378 Physical/ Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632 -2378 (970] 926 4301, Fax' 926 4364 hansCo)berglundarchitects.com www . berglundarchiteets.com �o 00 Z L C > W 0 J O O = oa o0 W W > Nm m LLI L LO FM Uj Q J REVISION SCHEDULE # DESCRIPTION DATE N Date 11 -22 -13 Drawn by AC Checked by Hg Scale As Noted BLDG C PLANS 16' 32' A3.5 LO N N 4 N 0 0 0" V - 3RD FLOOR PLAN 2 1/8" = 1' -0" -0 r i 2X6" TIMBER DRIP THROUGH DECK AT UPPER BALCONIES DOWNPIPE LOCATIONS nc Inlnlr`ATCn 34" HIGH PONY WALL RAILING AT INTERIOR n�nnin�n i ■Ific��!� U� I�� ■! ■�R!! ■� ■ ■I� ■� ■!� ■� ■'�r� IIIIIIIIIIIIIIIIIIII�IIIIIIIII�. 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It����If��tl �If�������tl �If��t l�If��tl�Iflt��������lflt��■ Iflt�t l�If����lf��tl�I� ■�� —� ■��- � ■��- � ■��- � ■�� —� ■��- � ■��- � ■��- � ■��- � ■��- � ■��— � ■��— � ■�� —� ■Its- � ■��- � ■��- � ■��- � ■��- � ■��- � ■��- ��ill� ■ I� I4 �f I� �� I� � * �I■ R* �I■ R* �I■ R��I ■� *�I ■R *�I ■R *�I ■� *�I ■t• *�I■ 1 ■� *�I ■t•��I ■� � - !! - !! - - - - - �I _ � *�I ■t•��I ■t• *�I■�� hl ry I Al ROOF PLAN 2 1' -0" 5 ,0a 06161;MEfN T.O. ROOF 8143'- 6" US Mail Only: P.O. Box 2378 Physical/ Fedlex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632 -2378 (970) 926 4301, Fax 926 4364 hansaberpl undarch itects.com www. . berglundarchitects.com W L UJ Z 0 > Lq LLI J p am 0 Q . H W LLI a m LLI ,0 Fm Lu'� '- r f■L 0� J U) REVISION SCHEDULE # DESCRIPTION DATE (V ' r OD i III III I I I IIII IIIIII IIIIII I IIIIIIII IIII �.. co ' i c (V 1' 0" N N N I iV IIII III III ° I ° 14' 81/2" ❑ o o °14' 81/2" ° 1' 0" ° 12'-7 3/4" N Date 11 -22 -13 Drawn by AC N N N ° Checked by H �' O O O 2X8 TREX FASCIA Scale As Noted INSTALLED THROUGHOUT PSM GUTTERS AND DOWNSPOUTS IN DARK BRONZE FINISH TYP. BLDG C DESIGN BUILD ENGINEERED SNOW CLIPS PLANS LO INSTALLED THROUGHOUT ALL ROOFS LO 0' 4' 8' 16' 32' r A3.6 Qp Qp 0- ■1- ■1- ■1 ■1- ■1- ■1- ■1- �I ■1- ■�- ■�- ■�- ■�- ■�- ■�- ■�- ■�- ■�- ■�- ■�- l MI ■- —■ - —■ - —■ - —■ - —■ - —■ - —■ - —■ - - —■ - —■ - —■ - —■ - —■ - —■ - —■ - —■ - —■ - —■ - —■ - —■ - — - �� ■� _ _ ■� ■� ■� ■� _ _ _ ■� ■� ■� ■� ■� ■� _ - - ■� ■� ■� ■� ■� ■Ir - - ■� ■� ■� ■� - - - - ■� ■� ■� ■� ■� ■� ■� ■� ■� - - - - ■� ■� ■� ■� ■� ■� ■� ■� - - ■� �I� ■� lam I�I� II�I�I�Ia, la I�� �t4 �l�I�la, lam I�� ■I� �l�l�la, laL I! 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ROOF 8143'- 6" US Mail Only: P.O. Box 2378 Physical/ Fedlex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632 -2378 (970) 926 4301, Fax 926 4364 hansaberpl undarch itects.com www. . berglundarchitects.com W L UJ Z 0 > Lq LLI J p am 0 Q . H W LLI a m LLI ,0 Fm Lu'� '- r f■L 0� J U) REVISION SCHEDULE # DESCRIPTION DATE (V ' r OD i III III I I I IIII IIIIII IIIIII I IIIIIIII IIII �.. co ' i c (V 1' 0" N N N I iV IIII III III ° I ° 14' 81/2" ❑ o o °14' 81/2" ° 1' 0" ° 12'-7 3/4" N Date 11 -22 -13 Drawn by AC N N N ° Checked by H �' O O O 2X8 TREX FASCIA Scale As Noted INSTALLED THROUGHOUT PSM GUTTERS AND DOWNSPOUTS IN DARK BRONZE FINISH TYP. BLDG C DESIGN BUILD ENGINEERED SNOW CLIPS PLANS LO INSTALLED THROUGHOUT ALL ROOFS LO 0' 4' 8' 16' 32' r A3.6 Qp Qp 0 CD CD 1 ST FLOOR PLAN 2 118" = 1' -0" e U C> UNIT D211 - TYPE C =__1 2 BEDROOM [869.62 SF] III ,� I : " —111L Inll II II to °I 10' - 5 1/4" O a� open to below II� Ll UNIT D209 - TYPE A, L+ 1 BEDROOM [597.31 SF] UP I FTq 7- r I 1 /73 4" CLEAR TYP. UNIT D212 - TYPE B 1 BEDROOM [632.55 SF] I � - 2ND FLOOR PLAN HEVI HL -374 WALL MOUNTED SCONCE AT EITHER SIDE OF rA1 -rmx/ T\ /m 2X6" TIMBER DRIP THROUGH DECK AT UPPER BALCONIES 34" HIGH PONY WALL DOWNPIPE LOCATIONS RAILING AT INTERIOR AS INDICATED CORRIDOR 221'- 2 1/8" 0 0 0 0 10' - 5 1/4" 10' - 5 1/4" M CQ O 01 > L 7p�n open to to ❑ below ❑ . below ❑ ©� C F+ - UNIT D207 - TYPE C UNIT D205 - TYPE C UNIT D203 - TYPE C UNIT D201 - TYPE C � [ ] [ 62 SF] 0 2 BEDROOM [869.62 SF] 2 BEDROOM [869.62 SF] 2 BEDROOM 869.62 SF 2 BEDROOM 869. UP �� / -- UP U 0 0 - rtl A � I� r --i UNIT D210 -TYPE B, _7 �' UNIT D208'- TYPE D 1 BEDROOM [632.55 SF] 2 BEDROOM [911.11 SF] C� HEVI HL -374 WALL MOUNTED SCONCE AT BALCONIES TYP. 11 201'- 0 1/16" mlim molME UNIT D206 - TYPE D 2 BEDROOM [911.11 SF] i r" I 1 7700--mi 0 0 L7 UNIT D204 i TYPE D UNIT D202 - TYPE 2 BEDROOM [911.11 SF] 1 BEDROOM [632.55 SF] L i 3' -0" 4' -0" KNOX BOX, HORNSTROBE AND FIRE DEPARTMENT CONNECTIONS US Mail Onlv: P.O. Box 2378 Physical/ Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 ELECTRIC Edwards, Colorado 81632 -2378 METERS (970) 926 4301, Fax 926 4364 hansaberpl undarch itects.com www. . berglundarchitects.com �o �U UJ C > W O J O O = am o0 O .N U W W .0 > Nm m LLI L Fm Lu L1 MID Q J REVISION SCHEDULE # DESCRIPTION DATE N Date 11 -22 -13 Drawn by AC Checked by HB Scale As Noted 0' 4' 8' 16' 32' BLDG D r. LO PLANS LO r A3.7 M QP 0 I 3' -0" I- 1 rI I ,II - .�I 2X6" TIMBER DRIP THROUGH DECK AT UPPER BALCONIES DOWNPIPE LOCATIONS nc inlnlrrn-rC:n 3RD FLOOR PLAN 34" HIGH PONY WALL RAILING AT INTERIOR O. ROOF 8141'- 9 1 •l►iNaIC4111��1t41�'t ill0 10 Nil��rrr��rrr Im Il�mi.0100wil, loll��iil�r�� I it f'rli'Iilirl�I�li _r rJ �r r �r r �r r �r r �r r �r 7 �r r �r r �r r �r r �r r �r r ■r r �r r �r r � III I�I��i �i�i �iri �iri rir■ �tri �i�i �i�G fir_ �iri �iri �iri �iri � i riri liri �i� II�I� �I�� ��r�irrr�irl�± �irr�■ Iiirl�± �illil���iirl�r�ilrl� ±iirrr�irlr ±��ir1� ±�irl�r�ir r�irr��irl�r_��r r_ ILI■'III�LIt�li i- � � -: - � i- i � i�: - � i i �: ��r i i � -�- �� -- -� � I� I� ,� ,,,,._! ■— lid _ ■l_�!_lC- ! ■_l�_ ■l_�,a_l! -! ■— lid_ ■l_�!_3! =�.�- 1�_ ■l_��_lt -!! ■ir�i■ll�_�i� ,_ �It 4�l�l�il1 <���rr��Irir�Jlrrr��lrrr�� _ ���rt�J�� NI±J�rr�Jlrrr�J�rr���rr�Jlrrr�� �IrrrNJlErril� �I�<<�■ r� ■��!� ■���� ■�III��■ �•'�irri�irri�irr r —® ■ _r_� rl_r _ i -i -r r r _ i_� _�_ i- ilir��l _ ■iii - i�ir�i�i ��i _ Il�ir- - -- � ■�i_r�r - -- r�� -- � �- Ir���4rlrjlrid��Elirlllj5 `lir�s�i�l rl►tii�r�ilrrriirrrirrriirrrl Irriir�rriirrr�irrriirrr�i rlSrirrl• _ Ir�r�ir�f ir�i�ir���ir���i �ir�ll�if�i�ir ■��ir���ir�Ir���i1 ROOF PLAN , W, T I .3. r L IIIIIIIINIIIII�� Cq ajr:p: mil I I II CV 4'- 8 1/2"' L? O :7N: T.O. ROOF 8143'- 0 12' 6" I� r N� III IIIIIIIII CV ° ° ° ° —� ° ° ° o ( ° —(V j ° I °— o LO ° 12' -6" °I 0 Ln LO � ,� 3 ✓12 N - N 1' -0" I N 0 3' /12' o VIII I o Y/12" o pIII II° N 12'- 6" 1. .6 I iN 12'- 6.. p I I � IIIIIIIII (III (III IIIIIIII (IIIIIIIII III III III VIII o .III II III ' J III _ -. - -- � � _, o � i � J � �,, M M _ _ IIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIII _ ,_I _ O. ROOF 8141'- 9 1 •l►iNaIC4111��1t41�'t ill0 10 Nil��rrr��rrr Im Il�mi.0100wil, loll��iil�r�� I it f'rli'Iilirl�I�li _r rJ �r r �r r �r r �r r �r r �r 7 �r r �r r �r r �r r �r r �r r ■r r �r r �r r � III I�I��i �i�i �iri �iri rir■ �tri �i�i �i�G fir_ �iri �iri �iri �iri � i riri liri �i� II�I� �I�� ��r�irrr�irl�± �irr�■ Iiirl�± �illil���iirl�r�ilrl� ±iirrr�irlr ±��ir1� ±�irl�r�ir r�irr��irl�r_��r r_ ILI■'III�LIt�li i- � � -: - � i- i � i�: - � i i �: ��r i i � -�- �� -- -� � I� I� ,� ,,,,._! ■— lid _ ■l_�!_lC- ! ■_l�_ ■l_�,a_l! -! ■— lid_ ■l_�!_3! =�.�- 1�_ ■l_��_lt -!! ■ir�i■ll�_�i� ,_ �It 4�l�l�il1 <���rr��Irir�Jlrrr��lrrr�� _ ���rt�J�� NI±J�rr�Jlrrr�J�rr���rr�Jlrrr�� �IrrrNJlErril� �I�<<�■ r� ■��!� ■���� ■�III��■ �•'�irri�irri�irr r —® ■ _r_� rl_r _ i -i -r r r _ i_� _�_ i- ilir��l _ ■iii - i�ir�i�i ��i _ Il�ir- - -- � ■�i_r�r - -- r�� -- � �- Ir���4rlrjlrid��Elirlllj5 `lir�s�i�l rl►tii�r�ilrrriirrrirrriirrrl Irriir�rriirrr�irrriirrr�i rlSrirrl• _ Ir�r�ir�f ir�i�ir���ir���i �ir�ll�if�i�ir ■��ir���ir�Ir���i1 ROOF PLAN , W, T I .3. r L IIIIIIIINIIIII�� Cq ajr:p: mil I I II CV 4'- 8 1/2"' L? O :7N: T.O. ROOF 8143'- 0 2X8 TREX FASCIA INSTALLED THROUGHOUT PSM GUTTERS AND DOWNSPOUTS IN DARK BRONZE FINISH TYP. DESIGN BUILD ENGINEERED SNOW CLIPS INSTALLED THROUGHOUT ALL ROOFS 0' 4' 8' 3' -0" \ I i 00 ° 16' US Mail Only: P.O. Box 2378 Physical/ Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632 -2378 (970) 926 4301, Fax: 926 4364 hans(c-bbergl undarchitects.com www. . berglundarchitects.com LLI Lu �0 J 0 0 am 0 0 Uj LLI oo� LLI so L6 uj I Vm 0.0 4NO :; v J C1) REVISION SCHEDULE # DESCRIPTION DATE N Date 11 -22 -13 Drawn by AC Checked by HB Scale AS Need BLDG D PLANS 32' A 3.8 N LO LO CpN r M N I� r 1 -1i LO 2X8 TREX FASCIA INSTALLED THROUGHOUT PSM GUTTERS AND DOWNSPOUTS IN DARK BRONZE FINISH TYP. DESIGN BUILD ENGINEERED SNOW CLIPS INSTALLED THROUGHOUT ALL ROOFS 0' 4' 8' 3' -0" \ I i 00 ° 16' US Mail Only: P.O. Box 2378 Physical/ Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632 -2378 (970) 926 4301, Fax: 926 4364 hans(c-bbergl undarchitects.com www. . berglundarchitects.com LLI Lu �0 J 0 0 am 0 0 Uj LLI oo� LLI so L6 uj I Vm 0.0 4NO :; v J C1) REVISION SCHEDULE # DESCRIPTION DATE N Date 11 -22 -13 Drawn by AC Checked by HB Scale AS Need BLDG D PLANS 32' A 3.8 N LO LO CpN r M N N W 0 N N 1 UNIT TYPE A - 1 BEDROOM (597.31 SF) 0 N N N co CV N 2 UNIT TYPE B - 1 BEDROOM (632.55 SF) 1 /4" = 1' -0" 4 UNITTY�E D - 2 BEROM (911.11 SF) 4" = 1-0" 0 N N GENERAL NOTE: UNIT AREAS CALCULATED TO OUTSIDE FACE OF EXTERIOR SHEATHING. AREAS INCLUDE EXTERIOR STORAGE ROOMS, BUT DO NOT INCLUDE DECKS. UNIT TYPE C - 2 BEDROOM (869.62 SF) UNIT TYPE E - 2 BEDROOM (933.20 SF) 5 1/4"1= 1' -0" 0' 2' 4' 8' 16' US Mail Onlv: P.O. Box 2378 Physical/ Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632 -2378 (970) 926 4301, Fax 926 4364 hansaberpl undarch itects.com www. . berglundarchitects.com (Do 0)U L C W 4- O > Lr) J O = am o0 O .N U W W > Nm 00 LU ao Fm LU o� J REVISION SCHEDULE # DESCRIPTION DATE Date 11 -22 -13 Drawn by AG Checked by HB Scale As Noted UNIT PLANS A3.9 LO LO r M C7 N O fV r MATERIAL TYPE O 5" Horizontal HardiPlank Fiber Cement Lap Siding O2 7" Horizontal HardiPlank Fiber Cement Lap Siding OStucco w/ Light Sand Texture O 7/8" 24ga Corrugated Metal Siding O 7/8" 24ga Corrugated Metal Roofing O6 GAF Timberline Ultra 40yr Asphalt Shingles ODesign Build Engineered Snow Clips installed throughout all roofs O2x4" Trex Square Edge Trim Board @ window jamb and sill, 2x6" @ Header O 2x6" Trex Square Edge Board w/ 1.5" gap between boards over 4x4 Trex post. 10 1 x8" Trex Fascia @ roof eaves 1x12" Trex Fascia @ balconies 11 1/4" Cedarmill Hardie Soffit 12 Andersen 100 Series Windows/ 200 Series Doors 13 2x2" Trex Window Trim 14 8x8" Heavy Timber Column 15 6x8" Heavy Timber Strut 16 Exposed 2x12" Joists @ 16" O.C. on 6x12" Beams 17 Hevi Lite HL -374 Wall Mounted Sconce w/ Bronze Powder Coat 18 PFSM Gutters & Downspouts in Dark Bronze finish MATERIAL COLOR �A Hardie Colorplus Tuscan Gold © Hardie Colorplus Khaki Brown © Hardie Colorplus Mountain Sage �D Hardie Colorplus Countrylane Red © Duratech Cool Sierra Tan �F Duratech Cool Weathered Copper © Duratech Cool Colonial Red Benjamin Moore Early Morning Mist Benjamin Moore Stampede Trex Transcend Tree House 0 Timberline Ultra HD Hickory © Timberline Ultra HD Barkwood Andersen Windows Dark Bronze m 3RD FLOOR UPPEF 9129'- 6 1/2" PROJECTED EXISTING GRADE 2ND FLOOR UPPER 9119'- 3 1/4" FINISH GRADE 1 ST FLOOR UPPER 8109' -0" - -� ELEVATION =WEST T.O. ROOF 8147'- 3 314" *1 r 3RD FLOOR LOWER m 8127'- 6 112" PROJECTED EXISTING GRADE /-ND 1 LOWER 8117'- 3 1/4" r FINISH GRADE 1 ST FLOOR _LOWER -- - 8107' - 0" �r 2 ELEVATION - EAST 118 " = 1' -0" BUILDING ENTRY SIGNAGE TYP. T.O. ROOF 8149'- 3 3/4" T.0. ROOF 8149'- 3 314" *2 ti „ 3 ELEVATION - SOUTH 118" 1 r -arr } FLOOR LOWER T- 6 1/2" FLOOR LOWER 7'- 31/4"" T FLOOR LOWER 3107'- 0"' *2 r.O. ROOF 8149'- 3 314 "_ Onlrl IZZI r )r )D CONCRETE FOUNDATION 2x4" STUCCO BUMP OUT W/ FLASHING CAP @ TOP r\iwn ovn, i ivr-xim D i rwo-_ AND FIRE DEPARTMENT ('n [\11\1G(`TInNI(Z T.O. ROOF 8149'- 3 3/4" (91, 6 K NU i I V tAuttu b MI. 0' 4' 8' 16' 32' US Mail Only: P. O. Box 2378 Physical/ Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards. Colorado 81632 -2378 (970) 926 4301, Fax: 926 4364 hansCo)berglundarchitects.com www . berglundarchitects.com �o IIIIIMM �U LLJ Z C > W 0 J O O = oa o0 W W > Nm m LLI L 0 FM Lu L1 Q J REVISION SCHEDULE # DESCRIPTION DATE Date 11 -22 -13 Drawn by AC Checked by HB Scale As Noted BLDG A ELEVATIONS LO N A4.1 N 4 [V MATERIAL TYPE O 5" Horizontal HardiPlank Fiber Cement Lap Siding 2O 7" Horizontal HardiPlank Fiber Cement Lap Siding OStucco w/ Light Sand Texture O 7/8" 24ga Corrugated Metal Siding O 7/8" 24ga Corrugated Metal Roofing O GAF Timberline Ultra 40yrAsphalt Shingles 7O Design Build Engineered Snow Clips installed throughout all roofs 8O 2x4" Trex Square Edge Trim Board @ window jamb and sill, 2x6" @ Header 9O 2x6" Trex Square Edge Board w/ 1.5" gap between boards over 4x4 Trex post. 10 1 x8" Trex Fascia @ roof eaves S8x8" 1x12" Trex Fascia @ balconies 11 1/4" Cedarmill Hardie Soffit 12 Andersen 100 Series Windows/ 5 200 Series Doors 13 2x2" Trex Window Trim S8x8" Heavy Timber Column 15 6x8" Heavy Timber Strut 16 Exposed 2x12" Joists @ 16" O.C. 5 on 6x12" Beams 17 Hevi Lite HL -374 Wall Mounted Sconce w/ Bronze Powder Coat 18 PFSM Gutters & Downspouts in Dark Bronze finish MATERIAL COLOR 1 0- 11 A DA Hardie Colorplus Tuscan Gold dd © Hardie Colorplus PROJECTED EXISTING GRADE Khaki Brown © Hardie Colorplus Mountain Sage FINISH GRADE OD Hardie Colorplus Countrylane Red DE Duratech Cool Sierra Tan �F Duratech Cool Weathered Copper © Duratech Cool Colonial Red OH Benjamin Moore Early Morning Mist 01 Benjamin Moore Stampede 71 PROJECTED EXISTING GRADE JO Trex Transcend Tree House (31 Timberline Ultra HD Hickory FINISH GRADE © Timberline Ultra HD Barkwood OM Andersen Windows Dark Bronze KNOX BOX, HORNSTROBE AND FIRE DEPARTMENT CONNECTIONS ILDING ENTRY SIGNAGE TYP. 1 8 J 2x4" STUCCO BUMP OUT W/ FLASHING CAP @ TOP CONCRETE FOUNDATION NOT TO EXCEED 6" TYP. PROJECTED EXISTING GRADE FINISH GRADE 2x4" STUCCO BUMP OUT W/ FLASHING CAP @ TOP CONCRETE FOUNDATION NOT TO EXCEED 6" TYP. 2x4" STUCCO BUMP OUT W/ FLASHING CAP @ TOP 6 K 2 D D 2 D 3J 3J 1� I 5 G 3 H 1 1 3 I 2x4" STUCCO BUMP OUT W/ FLASHING CAP @ TOP CONCRETE FOUNDATION NOT TO EXCEED 6" TYP. PROJECTED EXISTING GRADE FINISH GRADE 2x4" STUCCO BUMP OUT W/ FLASHING CAP @ TOP CONCRETE FOUNDATION NOT TO EXCEED 6" TYP. 2x4" STUCCO BUMP OUT W/ FLASHING CAP @ TOP 6 K 2 D 0 1 1 B D 3 3 H I 0 1 1 B GAS METERS 0' 4' 8' 16' 6 K 1 B -10 32' BLDG B ELEVATIONS 4.2 D 2 3J 3 I 3 H GAS METERS 0' 4' 8' 16' 6 K 1 B -10 32' BLDG B ELEVATIONS 4.2 T.O. ROOF 8141'- 6" 1 3RD FLOOR LOWER 8121' - 61/2„ 1 ELEVATION -NORTH 1/8" = 1 " -0" M m ID 2ND FLOOR LOWER 8111'- 3 1/4" PROJECTED EXISTING GRADE FINISH GRADE ol 1 ST FLOOR LOWER x$101' - 0"' ■ PROJECTED EXISTING GRADE FINISH GRADE M 2 ELEVATION - SOUTH 1/8" = 11-011 IN zm] T.O. ROOF 8143'- 6" T.O. ROOF 8143'- 6" r Cr) Cl) O v *,9 Lmm 2x4" STUCCO BUMP OUT W/ FLASHING CAP @ TOP 3RD FLOOR 3RD FLOOR I LOWER 8123'- 6 1/2" 8121' -61/2" 2ND FLOOR 2ND FLOOR I LOWER 8113'- 3 1/4" 8111'- 3 1/4" 1 ST FLOOR 1 ST FLOOR l LOWER 8103'- 0" 8101' - 0° .'E FOUNDATION NOT TO EXCEED 6" TYP. T.O. ROOF 8143'- 6 "' __E■� T.O. ROOF 8 143' - 6" *8 4 LLLVHIIVIN -LH7l 1/8" = 1 " -0" LOOK U 8123' - DP ER 6 112" LOOK LIPPE 3' -31, :R '414 NOTE: Refer to Building A Elevations for Color & Material Details 0' 4' 8' 16' 32' US Mail Only: P.O. Box 2378 Physical/ Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632 -2378 (970) 926 4301, Fax: 926 4364 hans(c-bbergI undarchitects.com www. . berglundarchitects.com LLIZ Lu U Lu J C3 C] LLI L6 Uj I Vm 0.0 ■V 4i 0 :; J C0 REVISION SCHEDULE # DESCRIPTION DATE Date 11 -22 -13 Drawn by AC Checked by HB Scale As Noted BLDG C ELEVATIONS LO A4.3 4 CV iV r BLDG D ELEVATIONS 4.4 0' 4' 8' 16' 32' - - -• r +y L_ - - -' - - -` - - Y -� - ` - - -� -� - ' r - - y r r �• r �r f �. r r ~ - r r f f �J r -� ~ -^ _— -- � P — — -- _— — — — - -_— — —_z - -`— - -- - -- ----- _ —_ - -- -- -may ` � r for- __ _- - � - --� ;fir r� � _ Din Al L I 0 N S R I D G E L ] C P EXISTING - - - - - -- - - - - - - -- - - - GAk31ON WALL __ __ —_ _ _ - -- -- - - - - _-- _- - --- E - - _ - - - - - - - _ - - - - - - - - - - - -- - - - - - - - - - - - -- — _----- _- -__ - - - - - _70 REMAIN - - _ --_ _— _---------------------- - - - - -- - - - - - - ' - - - - - - - - - -- _ - - - -- - - - EXISTING - - - - - - - STEEL EDGER - - - _ EXISTING GABIQN WALL -- -- - NEW BOULDER -_" - -- -- - -- - -- - _ RETAINING WALL RE,- CIVIL - -- - - - - - - - - - - _ - GABION WALL WALL: RE. CIVIL. TO REMAIN - -- -- - - -- I„ ,- _ -., E -_ - 4 _ F TO REMAIN _ _ �. 8107 8144 BOULDERS SET IN Q I^ �JBOt' ER R'TAINING .:. J MULCH BEDS WALLS ROOF OVER STAIRS. RE. �I a9" Q� - - - E + -- _- f _s ❑��_- - ^- N 0 R T H- F R 0 N_T- A -G- E- - R 0, A D/ r r is f -- - _— t 150 ORNAMENTAL CONTAINER GRASSES located in the cobble planting beds #1 Containers Festuca glauca'Elijah Blue' Elijah Blue Fescue Helictotrichon sempervirens Blue Evena Grass Miscanthus sinensis'Gracillimus' Maiden Grass Schizachyrium scoparium'Blaze' Blaze Little Bluestein Calamagrostis acutiflora'K.F." Feather Reed Grass i 'I q k'1'� GROUND PLANE LEGEND SOD LAWN NATIVE GRASS SEED MIX MULCHED AREA KENTUCKY BLUEGRASS BLEND MOUNTAIN MIX GRAVEL 1" gray and brown cobble LANDSCAPE BOULDERS GRANITE approx. sizes Z-3 native from site construction IRRIGATION SYSTEM will have 6'r pop -up heads for turf grass, rotors for native grasses and drip emitters to all new trees and shrubs. A detailed irrigation design will be provided in the construction drawings. EXISTING TREES (P EXISTING ASPEN TO REMAIN 10EXISTING SPRUCE TO REMAIN EXISTING ASPEN TO BE REMOVED EXISTING SPRUCE TO BE REMOVED - - — — — fA — — — SITE LIGHTING LEGEND SEE LIGHTING PLAN, SHEET L1.2 SYMBOL QTY. TYPE MANUFACTURER MODEL FINISH 6 PATH LIGHT BOLLARD BEGA 26 SHIELDED DOWN LIGHT HEVI LITE SURFACE MOUNTED AiL 10 PARKING LOT LIGHT BECON ON A 16 POLE 1 PROJECT ENTRY ARCHITECTURAL LED SIGN RECESSED LED LIGHT RIBBON 8659 LED 39" HIGH, 13 W LED HL- 374 -xLED VP -S Small VIPER LED FLEX 600 DARK BRONZE rt,:.:.f► DARK BRONZE L1.1 LANDSCAPE PLAN TIMBER RIDGE DATE: 11 -22-2013 1" 0 15' 30' 60' SCALE: 1"=30'-O" (on a 24 x 36 " sheet) DENNIS ANDERSON LANDSCAPE ARGHtTECTURE P.Q. Box 1387 Edwards. Cobrado 81632 Phone (970) 39p -3745 email daw@oerrroastrret Colorado Licensed Landscape Archl[ecr x 535 �OR�H S DISTURBED AREA GRADED, TOP- SOILED AND SEEDED I WITH 1 NATIVE PLANTING LIST KEY QTY BOTANICAL NAME COMMON NAME SIZE 76 Populus tremuloides Aspen 2.5" Caliper, Clump 29 Picea pungens Colorado Spruce 8 -12' High Specimen quality 14 Malus spp. Flowering Crabapple 2.5 " caliper, clump CB) 280 SHRUBS located in the cobble planting beds Comus alba 'Argenteomarginata' Variegated Dogwood #7 Containers Corpus stolinifera Red Twig Dogwood #7 Containers Corpus stolonifera'Isanti' Isanti Dogwood #7 Containers Potentilla fruticosa 'Jackmannii' Jackmans Potentilla #5 Containers Prunus x cistena Purple Leaf Plum #5 Containers Ribes alpinum Alpine Currant #5 Containers Rosa glauca Red- Leaved Rose #5 Containers Rosa woodsi Woods Rose #5 Containers Spiraea japonica 'Froebelii' Froebel Spirea #5 Containers Spirea nipponica'Snowmound' Snowmound Spirea #5 Containers Salix purpurea'Nana' Dwarf Blue Arctic Willow #5 Containers Syringa vulgaris Common Purple Lilac 5' B &B 150 ORNAMENTAL CONTAINER GRASSES located in the cobble planting beds #1 Containers Festuca glauca'Elijah Blue' Elijah Blue Fescue Helictotrichon sempervirens Blue Evena Grass Miscanthus sinensis'Gracillimus' Maiden Grass Schizachyrium scoparium'Blaze' Blaze Little Bluestein Calamagrostis acutiflora'K.F." Feather Reed Grass i 'I q k'1'� GROUND PLANE LEGEND SOD LAWN NATIVE GRASS SEED MIX MULCHED AREA KENTUCKY BLUEGRASS BLEND MOUNTAIN MIX GRAVEL 1" gray and brown cobble LANDSCAPE BOULDERS GRANITE approx. sizes Z-3 native from site construction IRRIGATION SYSTEM will have 6'r pop -up heads for turf grass, rotors for native grasses and drip emitters to all new trees and shrubs. A detailed irrigation design will be provided in the construction drawings. EXISTING TREES (P EXISTING ASPEN TO REMAIN 10EXISTING SPRUCE TO REMAIN EXISTING ASPEN TO BE REMOVED EXISTING SPRUCE TO BE REMOVED - - — — — fA — — — SITE LIGHTING LEGEND SEE LIGHTING PLAN, SHEET L1.2 SYMBOL QTY. TYPE MANUFACTURER MODEL FINISH 6 PATH LIGHT BOLLARD BEGA 26 SHIELDED DOWN LIGHT HEVI LITE SURFACE MOUNTED AiL 10 PARKING LOT LIGHT BECON ON A 16 POLE 1 PROJECT ENTRY ARCHITECTURAL LED SIGN RECESSED LED LIGHT RIBBON 8659 LED 39" HIGH, 13 W LED HL- 374 -xLED VP -S Small VIPER LED FLEX 600 DARK BRONZE rt,:.:.f► DARK BRONZE L1.1 LANDSCAPE PLAN TIMBER RIDGE DATE: 11 -22-2013 1" 0 15' 30' 60' SCALE: 1"=30'-O" (on a 24 x 36 " sheet) DENNIS ANDERSON LANDSCAPE ARGHtTECTURE P.Q. Box 1387 Edwards. Cobrado 81632 Phone (970) 39p -3745 email daw@oerrroastrret Colorado Licensed Landscape Archl[ecr x 535 �OR�H S DISTURBED AREA GRADED, TOP- SOILED AND SEEDED I WITH 1 NATIVE TOPOGRAPHIC MAP LOTS 1 THROUGH 5, A RESUBDIVISION OFLION'S RIDGE SUBDIVISION BLOCK C TOWN OF VAIL, EAGLE COUNTY, COLORADO SURVEYOR'S CERTIFICATE I, SAMUEL H. ECKER, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS MADE BY ME AND UNDER MY SUPERVISION, AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE. SAMUEL H. ECKER COLORADO P.L.S. No. 30091 FOR AND ON BEHALF OF GORE RANGE SURVEYING LLC I INDICATES FOUND NO. 5 REBAR W/ ALUMINUM CAP L.S. NO. 30091 O Off, \ PARCEL B '1 •� LIONS RIDGE SUBDIVISION R, FILING No. 2 (REC. No. 121219) 0 ....., „ n 30091 M; a D �+" 0 11/22/2013 �oF "O �b LOT (PARCEL i kph v FOUND ALUMINUM CAP —SET IN CONCRETE L.S. NO. 2568 0 i S_l �S � \O 5 ��D LOT LINE (TYPICAL) I N37 °09'31 "W 292.73' OFFICE "�> lz / 1 °0 LOT 3 (PARCEL A) G P bo 70 o. S37 °09'31 "E Q / /50.00'6 ^O Off. N,37'09'31 "W �\O• QJ 50.00' \ � O 60 RADIUS Gore Range DELTA Surveying, LLC ARC = Box 15 TANGENT Avon, CO 81620 CHORD (970) 479 -8698 • fax (970) 479 -0055 ".")PC 0 ....., „ n 30091 M; a D �+" 0 11/22/2013 �oF "O �b LOT (PARCEL i kph v FOUND ALUMINUM CAP —SET IN CONCRETE L.S. NO. 2568 0 i S_l �S � \O 5 ��D LOT LINE (TYPICAL) I N37 °09'31 "W 292.73' OFFICE "�> lz / 1 °0 LOT 3 (PARCEL A) G P bo 70 o. S37 °09'31 "E Q / /50.00'6 ^O Off. N,37'09'31 "W �\O• QJ 50.00' \ � O 60 RADIUS = 1771.95' DELTA = 2 °24'12" ARC = 74.32' TANGENT = 37.17' CHORD = 74.32' BRG = N58 °20'00 "E oy�l G �• \ 6 1g� RADIUS = 1771.95' DELTA = 11'54'12" ARC = 368.13' TANGENT = 184.72' CHORD = 367.46' BRG = N53.35'00 "E 1° O RADIUS = 1771.95' DELTA = 9 °29'59" ARC = 293.80' TANGENT = 147.24' CHORD = 293.46' BRG = N52 °22'55 "E UTILITY & DRAINAGE �\ EASEMENT (TYPICAL) LOT 4 (PARCEL A) / O GRAPHIC SCALE 0 30 60 120 ( IN FEET ) 1 inch = 60 ft. 240 FOUND WHITE PLASTIC CAP O BAR .S. 0. 2 83 L SIMBA RUN SAVOY VILLAS CONDOMINIUMS S37.09'31 "E - 233.28' 4 °23'21 "E ENCROACHMENT EASEMENT 7. 5' PARCEL B) EC. No. 194413) \ 8 °36'39 "E 53.16' A \ S41'23'21' W 4.90' S48 °36'39 "E 47.80' LOT 5 \ S4122 820' "W (PARCEL A) OS NOTES: 1) PROPERTY DESCRIPTION: PARCEL A: LOTS 1, 2, 3, 4 AND 5, A RESUBDIVISION OF LION'S RIDGE SUBDIVISION, BLOCK C, ACCORDING TO THE PLAT RECORDED JUNE 8, 1973 IN BOOK 229 AT PAGE 458, TOWN OF VAIL, COUNTY OF EAGLE, STATE OF COLORADO a al I', PARCEL B: ALL RIGHTS, TITLE AND INTEREST TO AN EASEMENT IN THE FOLLOWING DESCRIBED PROPERTY. THAT PROPERTY DESCRIBED IN AN ENCROACHMENT EASEMENT AGREEMENT FILED FOR RECORD JANUARY 30, 1980 IN BOOK 298 AT PAGE 22, MORE PARTICULARLY DESCRIBED AS FOLLOWS: A PART OF LOT 6, RESUBDIVISION OF BLOCK C, LION'S RIDGE SUBDIVISION, TOWN OF VAIL, EAGLE COUNTY, COLORADO, A SUBDIVISION RECORDED IN THE OFFICE OF THE EAGLE COUNTY, COLORADO CLERK AND RECORDER: SAID PART BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WESTERLY LINE OF SAID LOT 6 WHENCE THE SOUTHWEST CORNER OF SAID LOT 6 BEARS S 37 DEGREES 09'31 " E 40.54 FEET; THENCE N 37 DEGREES 09'31 " W ON SAID WESTERLY LINE 103.01 FEET; THENCE DEPARTING SAID WESTERLY LINE N 41 DEGREES 23'21 " E 7.25 FEET; THENCE S 48 DEGREES 36'39" E 53.16 FEET; THENCE S 41 DEGREES 23'21" W 4.90 FEET; THENCE S 48 DEGREES 36'39" E 47.80 FEET; THENCE S 41 DEGREES 23'21 " W 22.80 FEET TO THE POINT OF BEGINNING. 2) DATE OF TOPOGRAPHY: 9/1/2008. 3) BASIS OF ELEVATIONS: SEWER MANHOLE MH 0120 LOCATED ADJOINING SOUTHEASTERLY CORNER OF SAID LOT 5, RIM ELEVATION = 8104.1', INVERT IN = 8097.9', INVERT OUT = 8097.8' (NAVD 88). SEE SHEET 5. 4) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. 5) THE BOUNDARY DIMENSIONS, EASEMENTS AND RIGHTS OF WAY SHOWN HEREON ARE PER THE RECORD PLAT FOR THE SUBJECT PROPERTY AND TITLE SEARCH PERFORMED BY LAND TITLE GUARANTEE COMPANY ORDER No. VC50022408.1 , DATED DECEMBER 31, 2009 AT 5:00 PM. 6) THE SUBJECT PROPERTY MAY BE ENCUMBERED BY AN UNDERGROUND RIGHT —OF —WAY EASEMENT GRANTED TO HOLY CROSS ELECTRIC ASSOCIATION, INC. RECORDED SEPTEMBER 12, 1979, IN BOOK 290 AT PAGE 952 AS RECEPTION No. 187351. THE RECORD DOCUMENT IS ILLEGIBLE AND UNABLE TO ACCURATELY DEPICT THE LOCATION OF THE EASEMENT HEREON. 7) THE SUBJECT PROPERTY IS ENCUMBERED BY AN UNDERGROUND RIGHT —OF —WAY EASEMENT GRANTED TO HOLY CROSS ELECTRIC ASSOCIATION, INC. RECORDED OCTOBER 15, 1980, IN BOOK 311 AT PAGE 210 AS RECEPTION No. 207588. THE DESCRIPTION OF THE EASEMENT IS A TEN FOOT WIDE STRIP FOLLOWING THE UTILITY LINES AS BURIED AND IS INSUFFICIENTLY DIMENSIONED TO ACCURATELY DEPICT THE LOCATION OF THE EASEMENT HEREON. 8) BURIED UTILITIES INDICATED HEREON ARE PER FIELD LOCATIONS PROVIDED BY UTILITY ENGINEERING SYSTEMS, LLC. GORE RANGE SURVEYING, LLC ASSUMES NO LIABILITY FOR THE ACCURACY THEREOF. 9) THE ENTIRE TIMBER RIDGE PARCEL (LOTS 1 THROUGH 5) = 10.082 ACRES (439,172 SQ. FT.) AREA IN EXCESS OF 40% SLOPE = 1.897 ACRES (82,612 SQ. FT.), BUILDABLE AREA = 8.185 ACRES (356,560 SQ. FT.). 10) EACH BUILDING HAS THE ADDRESS OF 1280 N. FRONTAGE ROAD WEST. 1 1) EASEMENTS SHOWN HEREON ARE PER THE PLAT OF A RESUBDIVISION OF LION'S RIDGE SUBDIVISION BLOCK C, TOWN OF VAIL, COUNTY OF EAGLE, STATE OF COLORADO, PER THE PLAT THEREOF RECORDED JUNE 8, 1973 AT RECEPTION No. 125309 IN THE OFFICE OF THE EAGLE COUNTY CLERK AND RECORDER, UNLESS INDICATED OTHERWISE. 12) THE NORTHERLY PORTION OF LOTS 1 THROUGH 5 MAY BE SUBJECT TO HIGH SEVERITY ROCKFALL PER THE TOWN OF VAIL OFFICIAL ROCKFALL HAZARD MAP. SE 11/22/2013 DRAWN BY.• DATE. SE 03- 092topo CHECKED B DRAWING NO.: 03— 092 SHEET 1 OF 5 ✓06 No.: TOPOGRAPHIC MAP LOTS 1 THROUGH 5, A RESUBDIVISIONOFLIONFS RIDGE SUBDIVISION BLOCK C TOWN OF VAIL, EAGLE COUNTY, COLORADO g:l 0 ® \. °fa -"T&R --WAIF AMR- V� T -�nl-q °j4is °'B3� °j °23 °ji LOOL — T^ 4 OVERALL SITE .z a�i4 UBL1�R.0, _�I — �i —I cal" i 0.9 1/04/. - �i F S 8126 _ G c ,r 8124 :....: , • t.`,fi t'•".. — . , — 0 Np O ��j -� E � f`LE ELE6i LES_ ELEe ELE I I \ Ott---- - 2 8— L � E ELE� ELE4— ELE�� ' ' -- — — ELE6 -- ELE6 -- ELEB— �M V DO . is OFF . • L = G O 7' & IMF WA -I I P� - °p `Ji ,q w�``�`• — ` — a� �s � °erg 70 ®R. • \' _ ., GHWp,Y NO• UBL_IC R STATE ROAD= 04 FR - SE'�unelF P 1 — - -- o `\ % Bosse °osa3 so s., 2 — g a m �� II o? o II ° z 4V II II II II II I I LEGEND O CURB STOP pD MANHOLE (DRAINAGE) ® ELEC. METER /TRANS. ® MANHOLE (ELECTRIC) FIRE HYDRANT 0) MANHOLE (SEWER) ✓DB ND.: ® MANHOLE (PHONE) INLET O MANHOLE (WATER) LIGHT POLE 0 +60 TREE (EVERGREEN) Q PEDESTAL (PHONE) 0 +90 TREE (DECIDUOUS) ❑N PEDESTAL (CATV) wV VALVE (WATER) - - - - -- BUILDING --- - - - - -- - DECK - - - - - - DIRT ROAD /PATH /WALKWAY — — EDGE OF ASPHALT EASEMENT - -� - METAL FENCE - WOOD FENCE - PROPERTY LINE 8091.0' - PROPERTY LINE (ADJOINING) Q - BOULDERS r - 8090.0' - TREELINE - FLOWLINE OF DITCH OR PAN --- - - - - -� CMP -� 8073.0 CONCRETE PAN ° -• ' - CONCRETE -4-: 1 WALL (GABIAN) - - -t - WALL (CONCRETE) • , •, 77, INDICATES AREA IN EXCESS • '• • • • • • • • • OF 40% SLOPE SECTION 2 SE° HOP1E� a — e 870 V) s �- so aa' °0a9 s a ° O / elo II II II II II II III II II II II II II II II II II II II II II II 0 +00 Gore Range 0 +20 Surveying, LLC 0 +40 RO Box 15 0+60 0+70 Avon, CO 81620 8113.0' (970) 479 -8698 • fax (970) 479 -0055 SECTION 2 SE° HOP1E� a — e 870 V) s �- so aa' °0a9 s a ° O / elo II II II II II II III II II II II II II II II II II II II II II II 0 +00 0 +10 0 +20 0 +30 0 +40 SECTION 1 0+60 0+70 8098.0' 8113.0' SHEET 2 OF 5 ✓DB ND.: 0 +00 0 +10 0 +20 0 +30 0+40 0+50 0 +60 0 +70 0 +80 0 +90 8078.0' - - - -- - - - - - -- -- 8094.0'- - - 8077.0' + - -� -- 8093.0' - - I - - - -� - -� - 8108.0' 8091.0' - -I -- - 8075.0' r - 8090.0' - -Y - - --- -T + - -� 8073.0 - —I -4-: 1 8105.0' - - -t - -� 8072.0 8072.0' 77, A 0 A O m m O m m v v z z 8071.0' v O v v -� -�- > - -(` m m v v 0 -� 8070.0' m m O O -1 - 00 A m m - O ZZZ m x x OD D m O ,'! OD m7 m v Z Z 0 o v v 000 o z O O O z z m m o z 0 0 O v v z D xW m A mmm D S m m m z Z Z o m m 0 0 z > > m m m m m m m 0 0 T1 A N OD x m TI D OD G) Im= 000 m m m O m 00 oo v v O O -1 O v + rm rm A A r O X m O (n O < mAA D D _ D D U1 fTl r D p Z Z W << D O O r 000 0 o m m z p 0 o 0 00 0 m m m v m m m A + m DDD + � m < m m D I D D I x N 9) -I ---I II o m D mmm m D D m y — cl D m om N D D z Om m o m m + G + O m --1 --1 I— + + °+i 0+1 W o II N m m N < co W m W Ln N U, N C0 m O V II DDD N I m m O m m m D D oo m O m o 0 m r m < r m m m O < O < < 0 00 Or-> m II O O .. `D 2 m m au II oo II W o „ o o o II O< o <O W (O J O m W m c0 p N m N c m< o v D m q'; D < n RZIZ o A o Z m r m A I + a m m + '-I < 0 o O on- ? ? V U� II U N > OD "i -N-1 D D p2> D D D D o A m + + o O O a OD Wo+ < + + r, O m P, � o o w O II � W 00 N (P D D' W W 00 II m I om � m m 0° rn m m m m m O +< tr m m M < < < N r+a u n m oo II II .: II p a m m �I °o DD Oo Co O O O m < rn O o ° J m _ V V cn cn P 0 v 11 0 v v0 OD V 4 Cli SECTION 2 SE° HOP1E� a — e 870 V) s �- so aa' °0a9 s a ° O / elo II II II II II II III II II II II II II II II II II II II II II II 0 +00 0 +10 0 +20 0 +30 0 +40 0 +50 0+60 0+70 8098.0' 8113.0' SHEET 2 OF 5 ✓DB ND.: - - 8097.0'-- -I - -�. 8112.0' - i--- I-- +- -� - -�- 8095.0'-- - - - - -- - - - - - -- -- 8094.0'- - - - I-- + - -� -- 8093.0' - I 8109.0' - 8092.0' - - 8108.0' 8091.0' - -I -- - I -t r - 8090.0' - -Y - T 8089.0' 8106.0' —I Z Z- 1 8105.0' (n P r Z Z m m 0 A 0 A O m m O m m v v z z z v v O v v mm> > >m m m v v 0 mm O O m m m O O v v 00 A m m ;0 O m x x OD D m O ,'! OD m7 m v Z Z 0 o v v A o 0 O Om m m z z D m ,Zm7 O z I D z D xW m A D S m m m z Z Z o o 0 0 z > > m m m m m m rD�* rD�* T1 A N OD x W T] OD TI D OD G) Im= D 22 m ,'(�1 O D oo v v r -1 O v + rm rm m r O N Z1 m D (n O < OD D _ OD U1 fTl r D � � W << D O O r 0 m v m o m m z p m O z 0 m m m v m m z m A + m + � m < D W O I N 9) -I ---I II o m D N n D D D D m y cl D D oo om I m z Om m o 0o + G + O m --1 --1 I— + + °+i 0+1 W o II m m N < co W m W N U, N C0 m O V II U N I m m O m m m D D oo m O m � D m r m < r m r O < < < < O+ r m II II + v II m m au II oo II W o „ o o o II O oo o <O W (O J O m W m c0 p N m N c m< o v v m q'; GRAPHIC SCALE 60 0 30 60 120 240 ( IN FEET ) 1 inch = 60 ft. SECTION 3 0 +00 0 +10 0+20 0 +30 DATE. 0 +40 0 +50 0+60 0 +70 8113.0' SHEET 2 OF 5 ✓DB ND.: - - 8112.0' - -I - -+ - -I - -+ - 8111.0' - - 8109.0' - 8108.0' -I -- - I -t �- 8107.0' T y- 8106.0' + -- 1 8105.0' m I m A O O rt m O m m v v 0 z z o o v v m m y > > m m m m m 0 O O m m O O 0 0 m A A Om m ,Zm7 O O D O m D A m A Z Z 0 o a z z v v 0 0 z 0 z n m m D D `< m = D D x m m W Ul G) Im= m m m D D m m m n rm rm a7 m m :O N Z1 M D OD D OD OD O O � .Z�1 O v v o x m r v m v + � cn O y D O N m o m D - D om z Om m A m Z Tl --j O m --1 --1 ;0 < m N N N O II 00 1 N I D D D D y � D D 00 O 0 0 O+ r m + r+ + m m + 0 < O m W o p o0 W L. II ZA II N O m m oo m W m m r r m< o m O m m < II II II eo ao a a 0 o O w w V U� W ii E - _ X10. E Mm — e � Q orbit 11,06 .i —— — O z CA ��NiCiA 'qs S�Meq RAN -e _ •s s i e�oez °93 SE 11/22/2013 DRAWN BY.• DATE. SE 03- 092top0 CHECKED BY DRAWING NO.: 03- 092 SHEET 2 OF 5 ✓DB ND.: ELE WAT-R- WAT•� V �s? WATT WA ° A� WATT WATT s'- 6j s WATER- WAT€�W� 819 s s WATER- WATER - WA - LOTS 1 THROUGH 61619, E EL EL Wp` A ELEV ELEV EL ELEV ELEV ELE>� WA Ate- -�is4 8 s's? E1 E E► E�CFp, . , . , , ELE WATER- WAIF- 164 ° Ch _ - - -•� s D ELE�L�p�A'F 613 LyTpcACAT 62 =I will mi = ,,c' ' E�'E • • , _E1 E1�, Fir - 16S ° r O( 16 - �8j 938 A� CApJ_ CAFE CA 6160 • laF - G;AT. C CA -4 3' CA CAS CAw� C . 6,616 761.8 CAS- CA'P�CA�� ., •• ,. •• *� - - - s 8162 CAW-C CAS- 8160 • •• 8150 • 48.0' 81.50 48.3' • N 24.2' cn • ° ° 4.8' 32.2' w N 1 • , 23.8' 24.1' N N w FENCE (TYPICAL) 1 3. W 8140 48.0 ° 48.0' w 1 . � N w 48.0' 7.1' • C 1 7.0' ' 48.0' \ 48.3. 9D 1 N 23.T 47.9 o 0 OCL • • \� N % 23.9' ° °• 24.5' 9D 1 cn c�io o 8130 L - 20.2' - 20.1' 9.8' - - - ° 10.9 :. N N J m 1- ° a ° a 47.8' cn 48.2 ° ° % 1 o 0 9.8' 10.9' g,0' 32.2' - • o 0 7 °1, 7.1 °- 7.2' 7.1' 5.0' 1 -� 48.0' 9.T - ) m°o O 8126 - 32-S V) _ 6. �m ° -7.0' 7.1' 9.7' s.9' f .. _ - _ . _ - PROPERTY LINE 'O3s 1 -v� s.9' _ _ .. _ (TYPICAL) 1 f ° 8124 � - - - 8120 '049 J s, 0 -81'20 � 4y W a. 'EL T WA 8,° 8j12s 6'122 ELECTRIC MANHOLE 8jo88 8108 8j088 8jo8s 1 _ELE�TER Wp WA 61,3 '33 (TYPICAL 6 WA 1 s 1 °8s _ ELEF>- ELEG 810 811 8'134 WATT +� ELEV ELEV E 6-- ELE6- ELEV ELEf>- ELEV ELEV ELEV ELW W3€ WAS X24+ t 36 WATT WATFCR- ❑ LEA ELEG- ELEr - ELE T T 8103 I _ _ WATER- WAT€� WATT WATER- 81jo � -_ q ,-�,� _ - _ I 1 WA WATER - WATER- a,1j� � �81os, we-,� wed 910s wV wV I v s1 X20 � \ 8,08 6 8'08 0 6,�2 9.9' 32. 8j 2' 6'13' 8j'3' 8 06' 9.9' 8'130 8j'`32 ���� 9.7' l 67131 8,13 � 3 8'134 9.9' b. 7.1' 113 7.0' ° 6,732 130 9.9' 0 3 0 1 7.1' 7.2' wo g 87134 wo r �7.1' 9. T 48.0' 00 CL 48.2' 0 4 1 8713) 47.8' O w N N 1 w N N 1 48.0' 48.0' - 1 1 GRAPHIC GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 80 10 81 5.077 a o a 8108, 10.3' a m as e a �p 5 Cn OD rn 10.3' ° co 10.2' � v v 10.2' 50.6' - - - - -�v PD 4' N � 6 8j0 , 06 a �� 47.4 w� •. 32.7 - 6'066 8'082 8'0 1 • 9.7. ?4 N 32.2' (5'70 6 I w I \ N 6,0)9 I 48 3 PO w 10.9' 10.9' cn I I- 5.0' 3 2 10.9' I w 8,og 3 5 0• J � e (91090 ASpH ALT P ATH (9098.0 �� ° •9 • / ' {60990 -*FO-9.1 6'021 .t8 810�9 *612 • G� ,RATE ELE\/. = 8 8 �Sr INV. ELEV. PH #606 - OP" (90(915.0 INLE GRATE ELEV. = 8085.6 pHO .. oN / S�Q�i � T INV. ELEV. = 8081.1 Ar 606a s / 9 c� Z 24" C.M. ?NO / 11062.0 -� PHOP1E- °soy ��.E c N DP S1 +808 c 1.0 # OCP �� 6 e, SE ER MANHOLE 2 L RI = 8082.1' I V. IN = 8074.0' *� 8 1 pN PH��PHO\ 079 ® She' -*' 803 I V. OUT = 8073.8' 80831 0� F' 8 � 8084 Gore Range � Surveying, LLC ORA{49V�?% RO Box 15 CHECKED BY- SE Avon, CO 81620 - (970) 479 -8698 • fax (970) 479 -0055 80 10 81 5.077 a o a 8108, 10.3' a m as e a �p 5 Cn OD rn 10.3' ° co 10.2' � v v 10.2' 50.6' - - - - -�v PD 4' N � 6 8j0 , 06 a �� 47.4 w� •. 32.7 - 6'066 8'082 8'0 1 • 9.7. ?4 N 32.2' (5'70 6 I w I \ N 6,0)9 I 48 3 PO w 10.9' 10.9' cn I I- 5.0' 3 2 10.9' I w 8,og 3 5 0• J � e (91090 ASpH ALT P ATH (9098.0 �� ° •9 • / ' {60990 -*FO-9.1 6'021 .t8 810�9 *612 • G� ,RATE ELE\/. = 8 8 �Sr INV. ELEV. PH #606 - OP" (90(915.0 INLE GRATE ELEV. = 8085.6 pHO .. oN / S�Q�i � T INV. ELEV. = 8081.1 Ar 606a s / 9 c� Z 24" C.M. ?NO / 11062.0 -� PHOP1E- °soy ��.E c N DP S1 +808 c 1.0 # OCP �� 6 e, SE ER MANHOLE 2 L RI = 8082.1' I V. IN = 8074.0' *� 8 1 pN PH��PHO\ 079 ® She' -*' 803 I V. OUT = 8073.8' 80831 0� F' 8 � 8084 � ORA{49V�?% '3 CHECKED BY- SE DRAWING No..: 03-092tOp0 - r 3 of 5 ✓oB Gore Range Surveying, LLC R O Box 15 Avon, CO 81620 (970) 479 -8698 • fax (970) 479 -0055 r� ELES- ELEV ELES --- ELE6 --- ELEV ELE6- - - -� - -- - -- - -- - - - -- - - - -- - -- CT ELEV- ELEQ ELEV -- EI 7-E7E 1 inch = �U WATER- T€F� WAT WAT€E WAT€ ATEY� WATER- WAS T€f �IVAI€f� T€ Wn �"°= -• - - -- { - -- - - -- - ' - -- 3� - -- - - - W �€F� s Wf� �Wf�T€i 1NAi 1��NAT€ N - T€I W WAi€�t --WATE W A WTES- WA WATE4 WATE=R•- WATE=R- WATT WAT€R- WATT W JE - WAT€f �$ � ••` o �I¢ '� p'� 863 �6 3' t 82.3 ' 4 ' R I I �G . 4 ° 9 t� 4> •s INLET � D GRATE ELEV. = 8158.8' 6'� INV. ELEV. = 8154.8' 24" C.M.P. �►� I 1174 19764" e e� 8�6? 117611.7 INV.OUT = 8152.76 1 1X7307 67,83 i -- 8's s+ D ° -t' 4s9 '64 624 4 t- - 9 - 8'33 I I • • 8160 c c c F -- • �, 8150 , ' • • , ' . ' CA�%- CA�� C _ �- ' . • . ' w w- , ' . • • • CA�� CA'P�;'- CA�' CA�� 8130 8150 CA CA • 01 cn 46.9' ° 46.5' 48.0' o , o 48.0' 48.0' cn 46.9' rn • • ° • 0 0 46.7' 46.2' 46.6, I I nwi • I N EA I N N I , w N w I N N N N N . 47.8' N i? 46.5' cn o 46.5 w y 7.6. o cn 7.3, o cn Y 0 48.2' 0 0' 48.0. 4 °- 7.1' 7.1' ° cn I 46.1' cn o 7.6' r: 7 9.7' + ' o _ 4. cn cn cn cn Q ° e 00 + 9.7 :.:. 7.1' 7.1' -f- 46.8' 0 0 7.2' 7.1' 0 0 46.9' % ,o o• s: \ �.. -.. 47.0' o Ln .+ o o - ..- .._.._.. -. 7.1 9.9' - cn ' . . ..:.. 7.0' c n 9.7' 9.9' oo °° _ ; ° '.Q ° 7.2' 7.2' ° e.. 7.4' 9.7' �.. -.. _..- .._..- .. -.. -.. _.. 7.1' 7.1 o o 9.0' o � 9.T a a 9.6' °. ` 0 .7, I 0 9 ° O o k 9.T 9.7' ° ,•.r. . 8099 993 •8099 2 S v 8099 8'0.0 8099 80 80998 8099 ? 9 8099 S +. �. ,. ,....' ..,• :. ... • .. ° 876 ` ;• :.. ... , . .., a7 100 eo ELE•� ELEV--- FLI-C sL ES- ELE •3 '9700 99 °. ... • ... .. !o !o a ELEV ELEV ELEV g I 8, • 8'033 3° 26 8'023 6'0�� •7077 °O3LE ELEV ELEV ELEV �IE� �LE� 036 ELES_ ELE6- ELEe_- ELEV ELEV \ m, ELEG -- m U) 6 8 I � ELEV o9a � 80986 096\ ELEV- ELE6- s z ELE6 -- ELEG -- ELE6- ELEV ELE6 -- E6-_. ELE6_ ELEV ELES --� ELE< -' �1 �-r- - � - _ 87 - - I , ELEV ELEV ELEV- ELE6- ELEV- ELEV ELE6- ELE6� EL j ab a° °4s s9 ��^�• I 870 -\ / 809 rm� r 80989 8096 °- o 4 8 Z I t 80 809 9 9.9' 9 W 8098,9 ' m 809 9.7' 986 .0 ' 7.1' o \ % _ 60990 69 ° o 0 6 00 00 48.3' 80 \ 80990 0989 f 9.9' ' 7.2'� I ° ° ° 9.T 7.7'cn o. - 9 r q o cn7.5' °- �� I 670 9? 809 / 809 8099 .1 c 7.7' o a ®E� WATER - WATER- WATER- WA A R e'02s _ .6'022 a oo 0 809 80997 j s.T ° 9� 21.a' o so997 .7 1 so9 e 0 46.2' ° 47.6' N 8 87 I 93 0 809 61098 8,2 •, ° N 6707 '0 ?° :. A •• 35.5' a o'° 6'OO��Q 6 so9 20.97 s.7' 92 23.0' 6 I WATER LINE 6 .6 _ -�._ 870 8 Q o99s .3 0 o I T.O.P. 8089.6' :...:. 702 6 •: 23.5' 0 3 ?s 70 °? 4.2' o GROUND = 8098.5' 870 t'\ / ••.�' 20.7' o 70 ?4 1. 2 23'7 DEPTH = 8.9' 8 0 / w - -9�-- 0 Y. w 9.9' N 23.5' i� °• / _ 48.2' -I- 0 20.1 6099 4 20.7 24.1' w o N 4 o N 48.0' 6w = 48.1' . 24.0' o 23.9' .. _ •`L 34.6' O �, � 23.3' � I LA Lp D u 29.4 -.:9g� N 23.9' 7' ° I l .. 47.4' '� ] • . I _ 20.0' zo 25.1 ° - . 0 23. WA 6091 I WATER LINE I 8 :'• 0 14 8' NT LINE O S 32.7' ° 35.5 r - •' I EASEME E T.O.P. - 8087.6' 09 7 F SEA -.. 5.T .. ,• _.,....•; SEE SHEET 1) GROUND = 8095.7, 0 60 ... . L4 • , . 8°y4, t609 I 23. _- - - ---' (SEE _ AT€� A WAS SEW \ 609 S s' W 1 DEPTH 81 6 0 T WATT- a BIKE P A H S6 eo WATER LINE (90191: 23.9' o A 8- \�} 18 °96 9 ?6 T.O.P. = 8083.7' 4 24.2' WA1� WAT WATgR_ 09". 60 My t 3 GROUND = 8094.6' WAf€ _ 92> PHOP4� ` D4 I I DEPTH = 10.9' WAZ>WA SEWS -_ 60979 60978 PHON€-PHEPHO SEWS SEWS SEWS SEWS SE OP1E- 48.3' HONE- PHO� PHOa i ao 190949 809 WATT WATT WA 76 PH L't t80 PH 1os' wM � 9 AT�WATE� SEWS -tso9 809 - IOP1�- - % $E_ SEWED HOPI ' SEWS eo9� PHO P Bo -+ s HOPI 8 8 609? 60976 BIKE PATH 10.9' w 8093 0936 I °9 ?6 - P - cn � s ° V� HOP1� � OP1� H ri r WA / - PHOP1E- PHOM� PH 80924 m'AT€h�- 8 5.0' � Ogg � _ PH - 32.1 609P. SF + 60 906 PH 2 t Bo BUS SHELTER 6092 SEWS SEWS 80904 902 -•mac- 8090 PH _ 6097 927 % R- SEWER 8 °90 608 PH A pH - +a 809' 9 \ �-+� -3O9t1 8 BIKE PATH 9s X80- - 094 / 8 S Bog 3 °90 +- SEWER MANHOLE / - -t- .0 s H�y� pH _ r'r 9�a � MH 0160 ASPHALT PATH � �F'H '' PHCp}�PH��PH�� •o _ PH RIM = 8092.9' , so INV. IN = 8084.6 r �p}�PH� 9 09> o f? HOPI. INS OUT =--- W84.5' H� PHO F O B 9 tn6 ��� PHON P - $pgp P - 94 _ . HOB - 6 - . �- _�- e c�ti�nt�P j 18" C.M.P. �PHON&- 47 (R-0-W-) INV. IN = 8086.5' / ONE-PH .,� - - O�� ^w PH04J� P °934 / 8 3 7 SEWER MANHOLE _ 886 RIM - 8091.1, Bo89' X809 , 1 06.6 INV. IN = 8082.4' _ _ -_ _ - - �/ �- , riY, �� ?6 r �Y N O. O w - - Bo 8 INV. OU (90,997 5082.2 0694 80696 PHO PH -t 09, HI `jH c�_ PUBLIC R� -t6O s � 8jo � 883 Bo66 _ -_ - - 8089 e� pt101� PHONE- PHO� - tao- dt J s OWC � INLET _ �._ 9� NTERSTAT TAG AD WE -�6 °9 I ts. RATE ELEV. = 8084.6' a Bo _ _ _ s - _ _ - - 608 \PHOPH - 090- (NORTH FR N -�6 °- 4 o8s2 INV. ELEV- = 806' 7 8�_ _ _ - _ t8� *8086 90 ate- ' 943 1H 8 8 - _ o68s , PHONE- PHONE- PHONi- �" 896 6092 PHOP - PH PHO4-1 Pl t- - SE 111221201) DRAWN BY DA 7E:- CHECKED BY- SE DRAWING NO.: 03-092topo 03- 092 SHEET 4 of J JOB NO.: WPT�����s OA, � _� / Cb o - T> i 70L -ar 1P ELEV ELEV F W Wa8 (! E r�ELE�ELE t� -� WATT 24" C.M.P. EL WATW, WA373 INV. OUT = 8112.4' _ ELEV ,wAT 313 +� - P 293 /�-_ INLET - 4 ELEO -- W VAfi ` 211 co _ I I \ // INV. ELEV. 812427.8' 1173 o � E W *ro esalVAfi 4 N J / E I I T TWA WATICR�WAjj*7) AT€# 8�s s,3�s �� -••1' 'O,P 8�?�s 2 7-- 18" C.P.P. TE$- _WAS -�, T4i ur - 2 8'292 yr -- - `a,4es - > ^A W�IVAT€WT-:'A�¢¢9 A c0 24 C.M.P. 81 •.P " 30 'y 19,211/// s E ? 8126.0' INV. OUT = 8122.3' I 1 - � O q / GRATE INV. EL� = 8122.7' 8'293 197449 7 8 74'9 °7+ 1 ' • ' 8120 ' • •CA +19 I II 72 .6 +~' - - -- - - -- -�- II A 'O� I 7069 F + I I • 40 r � +870 \ ° ?� I I OUTLINE OF BUILDING • 81 ..; 619 32.i 19 ' II • I °.- �'�- I °6¢ I OUTLINE OF CONCRETE WALL, • I `� . •+egos, \ WALKWAY & STAIRS • • ' • ' , • , . I _ ' AT \� eAP�- 6'019 I I • •6 _CAPS- CA CA Tv /F° I I 18" C.P.P. . CAP/ "CAP��CA�f;A $1�� ••�AFa�•. Cq�•• C �`• C• ,. I 197 / �4a o I I INV. OUT = 8109.3' • C }87 06 . O 1 fl 8120 • _ 8106 I I � • 24.0' °- 24.3' 1 �� 4 8 o II 24.0' N 1 10V 8)OSSj 0 I Cod 47.4' �? I \ °gTOC k 46.5 32 2' I 67040 s' • . i > 3 $11 I ^ m N N �� 49 �' a ? INDICATES A BOULDER W 6.2' �v cnlm N 24.0' 0 24.1' 1970 )) �I� 87066 RETAINING WALL N 32.3' I C7 f=*i Z-1 • N _ I I L I r \ � �Ir, i 24.2 �C� CP 8 47.4' > 11 , 70, v -� � I\ � 9 8• gy� q 9 49.8' 6� �6 J� 111104 p O cp 0 46.5' o p0 ESE ' 0 7 7.3 .0' a CL 1o.s' I 8702 yE�E�.E \ 9.7 10.9' I E`�� ELEV .. 10.9 702 _ 8jo3 .S 4,> +6 J 6 _ A I , 9.7' 10 01 L Ln 32 . 4v� 8,022 L���LE� 8702¢ 8,04 8'0 Ips2 5.0 �E s PV PIPES \ I l = ELE 702o 493 OUTLINE OF BUILDI 5.0 � _ ELE 32.0' 1 1970 J 8078 1170S A s s 1' •' 32.3' 7079 6 ¢ ° 1909 8099 '6, ?� -- ' -�• � �`,' I � N 1 ,,� Q N_ � 70,2 0 2 6 O99S \ 8, ELEV ELEV E� ¢ 8,0 32.1' 5.7' w o 8'O \ o_ I r81 p - x 0n � ELE 7 S N 3 ) 11 32 p 48 ¢ ao = so 8700 LEA °' 99 ¢ 99 9Q?s ELE6- ELEGi EL E I I I-LE� ELEG -- L'�L ELEV 9 I + 7049 N 1 1 ELEG - ELEG ELEr ELEV 32.ti I °32 - I I 48.3' - f n? WATER LINE _ _ _ T.O.P. = 8096.1' �e0 6» C.P.P. \ 50.1_ 10.3' GROUND = 8103.2' 2.2� o¢ INV. IN = 8103.1' ®� INV. OUT = 81 2.7' 60961 80 19011 10.2' DEPTH = 7.1 ' \ ,. 19,03 ATER LINE \ 67 966 q6 1o.3' �_ -1970 / s T.O.P. = 8096.9' % °ss _ 87p� 3p GR = 8104:6' \ 101 L•0 + 809 8 32.0 DEPT ' 87021 A 8098 8099 0 9 9.9' 7.1 Q bi� 7.T o °o I 19100 I I ' % EAS(EMEN T* (SEE SHE VT + 8,o B 46. PICAL) s _ p I 8'010 8 32.1 T€R WATER- 6'01p '0'11 WA AT€F 6 I SE PH 1 70 a' N 8O9>> 19�op WATT SEWS- SE 1170'' 8'� C.M.P. 19 3 4\,rR- S E WATER LINE p Tom_ I V. O = 810 02 811 �0�° WA WA��W SEWS- SEW�SE � � 803 // IN OUT = 8102.9' 8'0� T.O.P. = 8089.6' I\\ 80 9� WAR- WATT SEWER- SEWS � PHOP{E . l / � 19,060 O\ o GROUND = 8098.5' 9e�- -� WATT , ATE WA SEWS SEW€F� SEWS H p PHOp- PHOP4E- PHONE- BIKE PATH - ,os2 - DEPTH 8.9' I I TEFL AT€F� SEWED SEV- PHOt NONE- '0 WAT -y SE s PHOK- HOWE 19702. X87 28 SEWER MANHOL 8104 48.2' - I SEWS- _ , _ 70 0 _ � � � � �_ M H 01 I _ PHO ° 80980 wV \ WATER- WAT- WA t 'OO P PHOPIE- 8707 app = 8104.1' � BIKE PAT_ 8o'S - S INV. IN = 8097.9�� � 48.1 8p WAT1:R- WATT Opp PH ` pH INV. OUT 970 .8" ,o I I s ?7 • 8�" 9H OF ELEVATIONS) 82 o A ATE W WAT 9 SE SF SEW* . • � � PHONE PHONE PHONE p ONE + o J- 48.1 _ � � I. � � � - 7019' � WAS- WATT s SE EWERr PHONE- PHc PH - - PHONE 190 09� cs I aVER- - -- +`_ - pp1E- PH ems- Op}E- PHO' PH 2 57 cam_ -SEV � 19096 8 °963 PHA PH � B KE PAT= �9s� 09 PHONE - PHONE- (909 - - �►- s09� 1 809? , - _PHON€ -PHONE s O X00 ONE- PHONE pH�� H� � 7 00 IKE P A1H 19011116 + PHO4& PHONE- °9519 $ PH A PH P Os6 B �+ 09611 new PHONE - p _ E , .x_., P�-!ONE- H� � +870¢6 _ PH 112 8092.) PHONE- PHONE - F' _ - - - - y = 101430 PHONE - PH�� H� �t8�o36 ) e o °62 PHONE - PHONE - PHONE- - - _ INV. IN = 8090.7' -,t,r o _+ O (R-O-W- � - e ONE , s INV. OUT = 8090.6' O PHONE -PH 67O2S / O. 7O ?9 PH (909. _ph, 1 -PH Y11 N C R.O.W• o � _ 11 i ) 18" C.M.P. PH PH t '� }8 / TE HI� WEST, PUB�I -+-so ' INV. IN = 8092.8' N 19100 I I INTERS NTAGE OAD 76S /INV. OUT = 8092.4' s ONE-- -PHO` 8 I TH FRO - - 098 PHONE -PH 24" C.M.P. �� (NOR ' °sS aN s 99 INV. IN 8095.5' PHOIri o II I II I -- -- -- �19'O4s /190 O PH ® PH PH .S -4 - - Cb 6703 o PH - (909 ?6 C) I I 19 - .+1909 +I ?o 670 - - (9099S I 6 GRAPHIC SCALE 4' INLET II II I 20 0 i0 20 au so GRATE ELEV. = 8099.6' 1 1 096 INV. ELEV. = 8095.2' IN FEET) I I 1 inch = 20 ft. II SE Gore Range DRAWN BY Surveying, LLC CHECKED BY- SE P.O Box 15 03- 092 Avon, CO 81620 JOB NO.: (970) 479 -8698 . fax (970) 479 -0055 (9099S I 6 GRAPHIC SCALE 4' INLET II II I 20 0 i0 20 au so GRATE ELEV. = 8099.6' 1 1 096 INV. ELEV. = 8095.2' IN FEET) I I 1 inch = 20 ft. II SE 1112212093 DRAWN BY DA 7F.- CHECKED BY- SE DRAWING No.: 03- 092 top 0 03- 092 SHEET S OF S JOB NO.: T Q rn N CS) O CA _M O N N N O 3 c 0 �I Cn c7 E 3 a N 0 0 M 0 0- mM \ 000 CLFOC zaf --- - _ - --- - - --- - - - - - - - a -- - -- - -- - -- _ - - -- NO w -8160 - LioN"S NM - RIOGE LOOP �p UBLIC R.O.W. vv)) mrn . W af r- --- - - - - -- - - - -� -- ---- - - - -�- , Iz -8150- - - - - - - - - - - - - - - _ _ II W w -8150- - - - -- - -�- CO �__ ��14. - - - - - - -581 hLALL_ WALL_ - y � -_ 40 - - - - _ 81 ' CONSTRUCT SOIL NAIL _ WALL WITH 1:8 BATTER Z� WITH BLOCK FACING - - Q STA: 1 +60.41 EXISTING GABION (SEE PROFILE) ffn STA: 5 +37. Cn 0 00 OFFSET: 0.00 R WALL TO REMAIN 8130- OFFSET: 0.00 TOW 18.0' STA: 2 +42.7 CONSTRUCT SOIL NAIL 1 +TOW 17 OFFSET: 0.00 5 +00 WALL WITH 1:8 BATTER STA: 0 +8 0� t 2 +00 STA: 2 +34 �� -tS l �� 4 +00 TOW 23.0' 4 +50 WITH BLOCK FACING OFFSET: 0.0 ^ OFFSET: 0.00 3 +50 r\ (SEE PROFILE) TOW 16.0 2 +50 3+90 -- TOW 25.0' 07.8 I- Bt CONNECT INTO TOW 18.0 CATCH EXISTING GABION o so CATCH o9.1 os.o I - WALL 'C893 TC 09.9 9'X19' v 9'X19' 04 . J A / ARKIN F PARKIN X W • ° _ �- _ D I CONSTRUCT 1.5' � b CAT G3 ° - WIDE CJRB AND X TOW a� 3.2 03.7 DUMPSTER 1.3% > N n L- GUTTER CONSTRUCT 1.5 9'X ENCLOSURE ED WIDE CURE) AND > PARKI N RE: ARCH. 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DII \IVY V l �, Tsc." y 00.95 0 00.5' 02.54. +02-j \ WALK AND STAIRS - �09 + 00.1 V5+ BUIL 98.5 98• + +98.95' 1 4 98.5' 98.95'+ 00.5 +. + 03.0' z x98._3_ - 01.0, I - 99.0' I 8103 ✓ BUILDING D - OFFICE � � � � 8103 8103 ��. t 8101 8101 1 8099 81� �� o I elec I I■ I I 8099 2.5' Jr, ' - CONCRETE I I I PATIO (TYP) \� - I' \ EXISTING o' N ► �/ 98.5'+ \ 1 > ` \ °. . ' r b. • CONCRETE DRIVEWAY __ CONSTRUCT BOULDER PATIO (TYP) I L *0.5' 0.5' +I 1 0.95'd "-02.95' 1 I 2.95 f RETAINING WALL + o .q �5'+ I I 02.5'+ I n HP 00.2' 0.5' I �°�° o0 02.5+ *02.5' 02.5+ 0�.95't + *0.95' 7y I I1� 7 - I 1 /r- 0 +00.5' 00.5+ +00.5' A + 02.95' � 1 ° � I 1 0'. - 0 �,° ,9 I / „'� +02.0' - - - - - - -- -- / z +98.5' 98.5+ 98.95'+ 00.5 +� I-�- -- 4°'S / --- - - - - -- - -\ -- - - - --� +98~ I �'e�° 607 U 0095'+ L - ) - - -- - - - - - -- �H.S_ / I 02.5' + +0.5' +98.5' - - - - -- 98_5+° Op.5!F - -- - - -- - I /- - g�gr UTILITY EASEMENT MATCH EXISTING PATH 4.8% CONSTRUCT J� � 10. o' ASPH ALT P ATH CONSTRUCT BOULDER - - RETAINING WALL I EXISTING _ \ I NSTRUC ASPHALT PATH RIGHT OF WAY - \� -I - - -__� -- ASPHALT PA H _ I EXISTING + 90•�' 91 0 RIGHT OF WAY ASPHALT PATH I � I - 1 I - - - - - - J MATCH z EXISTING PATH -090- - � / / / / \ ZO � > Ld \ J \1 \ W W 1 of a- �gpg0' � o o � - Q + Z 1 o o NORTH FRONTAGE RD - _ - _ _ _ _ - - - - o + o \ + \ + - - C9 - - I--- - \ rn In---�- + _ - �- M N C7 Y 00 CV W Ld O LEGEND - - - - PROPERTY LINE -8110- EXISTING CONTOUR WALL (EXISTING GABION) - - - - - - - - - - EASEMENT 8:1 ee PROPOSED CONTOUR 15% +06.6' PROPOSED GRADING, SLOPE /SPOT ■ ■ ■ ■ G PROPOSED STORM SEWER afb PROPOSED BOULDER RETAINING PROPOSED CURB & GUTTER EXIST. SLOPE OVER 40% GRAPHIC SCALE 0 10 20 40 ( IN FEET ) i inch = 20 ft. PRELIMINARY DECEMBER 2013 FOR AGENCY REVIEW CD 3: U Z Ld Cn Q Ld m I_ Ld ft' _ O Q C� C� U � C� SHEET C2.01 a FINAL PLAT TIMBER RIDGE SUBDIVISION A RE5UE3DIV15ION OF LION'S RIDGE SUBDIVISION BLOCK C, A RE5UE3DIV15ION OF LOTS 15 25 35 4 5 TOWN OF VAIL, COUNTY OF EAGLE, STATE OF COLORADO �EgR gUF gD VICINITY MAP 4 SCALE: 1" = 500' LAND USE SUMMARY PARCEL AREA ZONING LOT 1 4.840 AC. LOT 2 5.242 AC. 10.082 AC. GENERAL NOTES: HOUSING DISTRICT HOUSING DISTRICT 1) DATE OF SURVEY: DECEMBER, 2009 PART OF SECTION 12, TOWNSHIP 5 SOUTH, RANGE 81 WEST, 6th P.M. ADDRESS 1280 NORTH FRONTAGE ROAD WEST 1260 NORTH FRONTAGE ROAD WEST 2) PROPERTY DESCRIPTION: LOTS 1, 2, 3, 4 & 5, A RESUBDIVISION OF LION'S RIDGE SUBDIVISION, BLOCK C, ACCORDING TO THE PLAT THEREOF RECORDED JUNE 8, 1973 IN BOOK 229 AT PAGE 458, UNDER RECEPTION No. 125309, IN THE OFFICE OF THE EAGLE COUNTY CLERK AND RECORDER. 3) BEARINGS BASED UPON THE LINE CONNECTING THE MONUMENTS AS DESCRIBED HEREON MARKING THE SOUTHWESTERLY AND NORTHWESTERLY CORNERS OF SAID LOT 1, BEING N37 °09'31 "W (SEE SHEET 2). 4) MONUMENTATION AS INDICATED HEREON. 5) THE SOLE PURPOSE OF THIS PLAT IS TO SUBDIVIDE SAID LOTS 1, 2, 3, 4 & 5 TO CREATE LOTS 1 & 2, AND TO CREATE AND VACATE CERTAIN EASEMENTS AS INDICATED HEREON. 6) THE BOUNDARY DIMENSIONS, EASEMENTS AND RIGHTS OF WAY SHOWN HEREON ARE PER THE RECORD PLAT FOR THE SUBJECT PROPERTY AND TITLE SEARCH PERFORMED BY LAND TITLE GUARANTEE COMPANY, ORDER No. VC50022408.1, DATED DECEMBER 31, 2009, AT 5:00 P.M. 7) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. 8) THE PARCELS SHOWN HEREON ARE SUBJECT TO PROTECTIVE COVENANTS RECORDED JULY 25, 1969 IN BOOK 215 AT PAGE 649, AND AMENDED IN THE INSTRUMENT RECORDED IN BOOK 219 AT PAGE 235, AND ADDITIONAL DECLARATION OF PROTECTIVE COVENANTS FOR BLOCK C, LION'S RIDGE SUBDIVISION RECORDED JUNE 8, 1973 IN BOOK 229 AT PAGE 457. 9) THE SUBJECT PROPERTY IS ENCUMBERED BY AN UNDERGROUND RIGHT -OF -WAY EASEMENT GRANTED TO HOLY CROSS ELECTRIC ASSOCIATION, INC. RECORDED OCTOBER 15, 1980, IN BOOK 311 AT PAGE 210, AS RECEPTION No. 207588, THE DESCRIPTION OF THE EASEMENT IS A TEN FOOT WIDE STRIP FOLLOWING THE UTILITY LINES AS BURIED AND IS INSUFFICIENTLY DIMENSIONED TO ACCURATELY DEPICT THE LOCATION OF THE EASEMENT HEREON. 10) ALL REFERENCES TO RECORD DOCUMENTS ARE TO THE REAL ESTATE RECORDS OF THE OFFICE OF THE EAGLE COUNTY, COLORADO, CLERK AND RECORDER. Certificate of Dedication and Ownership Know all men by these presents that Timber Ridge Affordable Housing Corporation, a Colorado nonprofit corporation being sole owner in fee simple and U.S. Bank National Association as mortgagee of all that real property situated in the Town of Vail, Eagle County, Colorado described as follows: A Resubdivision of Lion's Ridge Subdivision Block C, Lots 1, 2, 3, 4 & 5 per the plat thereof recorded June 8, 1973 in Book 229 at Page 458 under Reception No. 125309 in the office of the Eagle County Clerk and Recorder, containing 10.082 acres more or less; have by these presents laid out, platted and subdivided the same into lots and blocks as shown on this final plat under the name and style of Timber Ridge Subdivision, a subdivision in the Town of Vail, County of Eagle; and does hereby accept the responsibility for the completion of required improvements; and does hereby dedicate and set apart all of the public roads and other public improvements and places as shown on the accompanying plat to the use of the public forever; and does hereby dedicate those portions of said real property which are indicated as easement on the accompanying plat as easements for the purpose shown hereon; and does hereby grant the right to install and maintain necessary structures to the entity responsible for providing the services for which the easements are established. EXECUTED this day of A.D., 20 Owner: Timber Ridge Affordable Housing Corporation Address: 75 S. Frontage Rd. West a Colorado nonprofit corporation Vail, CO 81657 Title: STATE OF )SS COUNTY OF The foregoing Certificate of Dedication and Ownership was acknowledged before me this , A.D., 20_, by as of Timber Ridge Affordable Housing Corporation, a Colorado nonprofit corporation. My Commission expires: Witness my hand and official seal. Notary Public Mortgagee: U.S. Bank National Association Address: By: Title: STATE OF )SS COUNTY OF The foregoing Certificate of Dedication and Ownership was acknowledged before me this , A.D., 20 , by as U.S. Bank National Association. My Commission expires: Witness my hand and official seal. Notary Public Title Certificate day of day of of Land Title Guarantee Company does hereby certify that the Title to all lands shown upon this plat have been examined and is vested in Timber Ridge Affordable Housing Corporation, a Colorado nonprofit corporation, that title to such lands is free and clear of all liens and encumbrances, except as follows: Dated this day of A.D., 20 Agent signature Agent name Address: 108 S. Frontage Road West, Ste. 203 Vail, CO 81657 Surveyor's Certificate I, do hereby certify that I am a Professional Land Surveyor licensed under the laws of the State of Colorado, that this plat is true, correct and complete as laid out, platted, dedicated and shown hereon, that such plat was made from an accurate survey of said property by me and under my supervision and correctly shows the location and dimensions of the lots, easements and streets of said subdivision as the same are staked upon the ground in compliance with applicable regulations governing the subdivision of land. In Witness Whereof, I have set my hand and seal this day of A.D., 20 Samuel H. Ecker Colorado P.L.S. No. 30091 Town Council Certificate This plat approved by the Town Council of the Town of Vail this day of a.d. 20 , for filing with the Clerk and Recorder of Eagle County, Colorado and for the conveyance to the Town of Vail of the public dedications shown hereon; subject to the provision that approval in no way obligates the Town of Vail for maintenance of roads dedicated to the public until construction of improvements thereon shall have been completed in accordance with Town of Vail specifications, and the Town Council of the Town of Vail has by subsequent resolution agreed to undertake maintenance of the same. This approval does not guarantee that soil conditions, subsurface geology, ground water conditions, or flooding conditions of any lot shown hereon are such that a building permit or any other required permit will be issued. This approval is with the understanding that all expenses involving all improvements required shall be the responsibility of the subdivider and not the Town of Vail. ATTEST: Town Clerk Town of Vail, Colorado Mayor Town Council, Town of Vail, Colorado Planning and Environmental Commission Certificate This final plat was approved by the Town of Vail Planning and Environmental Commission this , a.d. 20 ATTEST: Town Clerk Town of Vail, Colorado Certificate of Taxes Paid day of Chairman Town of Vail Planning and Environmental Commission I, the undersigned, do hereby certify that the entire amount of taxes and assessments due and payable upon all parcels of real estate described on this plat are paid in full. Dated this day of A.D., 20 Treasurer of Eagle County Clerk and Recorder's Certificate This Plat was filed for record in the Office of the Clerk and Recorder at o'clock on this day of 20 , and is duly recorded at Reception No. By: Clerk and Recorder Deputy SE Gore Range DRAWN B Surveying, LLC SE RO Box 15 CHECKED BY. Avon, CO 81620 03— 092 (970) 479 -8698 • fax (970) 479 -0055 Certificate of Dedication and Ownership Know all men by these presents that Timber Ridge Affordable Housing Corporation, a Colorado nonprofit corporation being sole owner in fee simple and U.S. Bank National Association as mortgagee of all that real property situated in the Town of Vail, Eagle County, Colorado described as follows: A Resubdivision of Lion's Ridge Subdivision Block C, Lots 1, 2, 3, 4 & 5 per the plat thereof recorded June 8, 1973 in Book 229 at Page 458 under Reception No. 125309 in the office of the Eagle County Clerk and Recorder, containing 10.082 acres more or less; have by these presents laid out, platted and subdivided the same into lots and blocks as shown on this final plat under the name and style of Timber Ridge Subdivision, a subdivision in the Town of Vail, County of Eagle; and does hereby accept the responsibility for the completion of required improvements; and does hereby dedicate and set apart all of the public roads and other public improvements and places as shown on the accompanying plat to the use of the public forever; and does hereby dedicate those portions of said real property which are indicated as easement on the accompanying plat as easements for the purpose shown hereon; and does hereby grant the right to install and maintain necessary structures to the entity responsible for providing the services for which the easements are established. EXECUTED this day of A.D., 20 Owner: Timber Ridge Affordable Housing Corporation Address: 75 S. Frontage Rd. West a Colorado nonprofit corporation Vail, CO 81657 Title: STATE OF )SS COUNTY OF The foregoing Certificate of Dedication and Ownership was acknowledged before me this , A.D., 20_, by as of Timber Ridge Affordable Housing Corporation, a Colorado nonprofit corporation. My Commission expires: Witness my hand and official seal. Notary Public Mortgagee: U.S. Bank National Association Address: By: Title: STATE OF )SS COUNTY OF The foregoing Certificate of Dedication and Ownership was acknowledged before me this , A.D., 20 , by as U.S. Bank National Association. My Commission expires: Witness my hand and official seal. Notary Public Title Certificate day of day of of Land Title Guarantee Company does hereby certify that the Title to all lands shown upon this plat have been examined and is vested in Timber Ridge Affordable Housing Corporation, a Colorado nonprofit corporation, that title to such lands is free and clear of all liens and encumbrances, except as follows: Dated this day of A.D., 20 Agent signature Agent name Address: 108 S. Frontage Road West, Ste. 203 Vail, CO 81657 Surveyor's Certificate I, do hereby certify that I am a Professional Land Surveyor licensed under the laws of the State of Colorado, that this plat is true, correct and complete as laid out, platted, dedicated and shown hereon, that such plat was made from an accurate survey of said property by me and under my supervision and correctly shows the location and dimensions of the lots, easements and streets of said subdivision as the same are staked upon the ground in compliance with applicable regulations governing the subdivision of land. In Witness Whereof, I have set my hand and seal this day of A.D., 20 Samuel H. Ecker Colorado P.L.S. No. 30091 Town Council Certificate This plat approved by the Town Council of the Town of Vail this day of a.d. 20 , for filing with the Clerk and Recorder of Eagle County, Colorado and for the conveyance to the Town of Vail of the public dedications shown hereon; subject to the provision that approval in no way obligates the Town of Vail for maintenance of roads dedicated to the public until construction of improvements thereon shall have been completed in accordance with Town of Vail specifications, and the Town Council of the Town of Vail has by subsequent resolution agreed to undertake maintenance of the same. This approval does not guarantee that soil conditions, subsurface geology, ground water conditions, or flooding conditions of any lot shown hereon are such that a building permit or any other required permit will be issued. This approval is with the understanding that all expenses involving all improvements required shall be the responsibility of the subdivider and not the Town of Vail. ATTEST: Town Clerk Town of Vail, Colorado Mayor Town Council, Town of Vail, Colorado Planning and Environmental Commission Certificate This final plat was approved by the Town of Vail Planning and Environmental Commission this , a.d. 20 ATTEST: Town Clerk Town of Vail, Colorado Certificate of Taxes Paid day of Chairman Town of Vail Planning and Environmental Commission I, the undersigned, do hereby certify that the entire amount of taxes and assessments due and payable upon all parcels of real estate described on this plat are paid in full. Dated this day of A.D., 20 Treasurer of Eagle County Clerk and Recorder's Certificate This Plat was filed for record in the Office of the Clerk and Recorder at o'clock on this day of 20 , and is duly recorded at Reception No. By: Clerk and Recorder Deputy SE 3/9/2010 DRAWN B DA M- SE 03— 092PLA T CHECKED BY. ORAwrNC No.: 03— 092 SHEET 1 OF 2 ✓oa No.: FINAL PLAT TIMBER RIDGE SUBDIVISION A RE5UE3DIV15ION OF LION'S RIDGE SUBDIVISION BLOCK C, A RE5UE3DIVI5ION OF LOTS 15 25 35 4 * 55 TOWN OF VAIL, COUNTY OF EAGLE. STATE OF COLORADO INDICATES SET NO. 5 REBAR W/ A 14" ALUMINUM CAP P.L.S. NO. 30091 .00� PARCEL B LION'S RIDGE SUBDIVISION FILING No. 2 (REC. No. 121219) -j0 ,\O FOUND 1j" ALUMINUM CAP —SET IN CONCRETE P.L.S. NO. 2568 0 / 15.16' 1C Jg•� v / PROPERTY LINE _ oy�l o �• N17 °15'24 "E 32.00' N67'04'43 "E / 59.71' BUS SHELTER EASEMENT (REC. No. 795694) 10' DRAINAGE AND UTILITY EASEMENT CREATED BY THIS PLAT ACCESS, DRAINAGE AND UTILITY EASEMENT CREATED BY THIS PLAT FOUND a 1j" PLASTIC CAP ON A NO. 5 REBAR P.L.S. NO. 2183 SAVOY VILLAS CONDOMINIUMS (REC. No. 642105) UTILITY & DRAINAGE EASEMENT VACATED BY THIS PLAT 15' DRAINAGE AND UTILITY EASEMENTT S37*09'31 "E — 233.28' RADIUS = 1771.95' CREATED BY THIS PLAT I DELTA = 11'54'12" 7.25 ' N41 °23'21 "E ENCROACHMENT EASEMENT RADIUS = 1781.95' (REC. No. 194413) ARC = 368.13' DELTA = 11 °52'26" ARC = 369.29' < , S48 °36'39 "E TANGENT = 184.72' TANGENT = 185.31' / J h0� /53.16' CHORD = 367.46' BEAR NG 3 S5 3 35'53 "W A S41 °23'21 "W BRIG = N53'35'00 "E 4.90' O� p> S48 °36'39 "E �p /APPPROXIMATE 47.80' LOCATION OF pp BURIED ELECTRIC S41 °23'21 "W LINES / (SEE NOTE 9)/ N10 °28'43 "W — 59.90' 22 80/ A 000, tk �0 GRAPHIC SCALE 30 60 120 ( IN FEET ) 1 inch = 60 ft. INDICATES SET NO. 5 REBAR W/ A 1j" ALUMINUM CAP P.L.S. NO. 30091 SE Gore Range DRAWN B Surveying, LLC SE Rur P.O Box 15 CHECKED BK Arran, CO 81620 03— 092 (970) 479 -8698 • fax (970) 479 -0055 -j0 ,\O FOUND 1j" ALUMINUM CAP —SET IN CONCRETE P.L.S. NO. 2568 0 / 15.16' 1C Jg•� v / PROPERTY LINE _ oy�l o �• N17 °15'24 "E 32.00' N67'04'43 "E / 59.71' BUS SHELTER EASEMENT (REC. No. 795694) 10' DRAINAGE AND UTILITY EASEMENT CREATED BY THIS PLAT ACCESS, DRAINAGE AND UTILITY EASEMENT CREATED BY THIS PLAT FOUND a 1j" PLASTIC CAP ON A NO. 5 REBAR P.L.S. NO. 2183 SAVOY VILLAS CONDOMINIUMS (REC. No. 642105) UTILITY & DRAINAGE EASEMENT VACATED BY THIS PLAT 15' DRAINAGE AND UTILITY EASEMENTT S37*09'31 "E — 233.28' RADIUS = 1771.95' CREATED BY THIS PLAT I DELTA = 11'54'12" 7.25 ' N41 °23'21 "E ENCROACHMENT EASEMENT RADIUS = 1781.95' (REC. No. 194413) ARC = 368.13' DELTA = 11 °52'26" ARC = 369.29' < , S48 °36'39 "E TANGENT = 184.72' TANGENT = 185.31' / J h0� /53.16' CHORD = 367.46' BEAR NG 3 S5 3 35'53 "W A S41 °23'21 "W BRIG = N53'35'00 "E 4.90' O� p> S48 °36'39 "E �p /APPPROXIMATE 47.80' LOCATION OF pp BURIED ELECTRIC S41 °23'21 "W LINES / (SEE NOTE 9)/ N10 °28'43 "W — 59.90' 22 80/ A 000, tk �0 GRAPHIC SCALE 30 60 120 ( IN FEET ) 1 inch = 60 ft. INDICATES SET NO. 5 REBAR W/ A 1j" ALUMINUM CAP P.L.S. NO. 30091 SE 3/9/2010 DRAWN B DA SE 03— 092PLA T CHECKED BK DRAWING No.: 03— 092 SHEET 2 of 2 JOB NO.: