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HomeMy WebLinkAboutARB202000076 Staff Report 2020-09-17Project #/Name ARB-2020-76: Flow Auto Porsche, Audi, Volkswagen, Mazda Review Type Third review of a site plan amendment and architectural designs Parcel Identification 07800000000600 and 07800000000700 Location 1300 Richmond Road Zoned Highway Commercial (HC)/Entrance Corridor (EC) Owner/Applicant Flow 1300 Richmond LLC/brw architects (David Timmerman) Magisterial District Rivanna Proposal To establish a new auto dealership with renovated and new buildings and parking. Context The site is located in the Pantops commercial area (Figure 1), with a number of other auto dealerships in the immediate vicinity. To the immediate west, construction is underway on the Pantops Comer development, including a Holiday Inn Express hotel and a storage facility. Visibility The existing buildings are readily visible from the Rt. 250 Entrance Corridor from approximately the Virginia National Bank building at the west to the Suntrust Bank and Car Max at the east. The existing used car building is just visible above and between the buildings at 1289, 1311, and 1321 Stony Point Rd., and at the new entrance to the Pantops Comer development on Rt. 20. The proposed buildings will be slightly more visible than the existing ones due to increased building height. The construction of the Pantops Holiday Inn Express and the Pantops Comer Self Storage buildings will limit some of this visibility from Rt. 20, but will not eliminate it. ARB Meeting Date September 21, 2020 Staff Contact Margaret Maliszewski 3LY j325 78B-81--101y ' 323 it, / P}" C7 78-58G7 ]8-58G8 315, 1321 -1 78-6 1304 785 E 78-5C 78-4A 1311. 787 294 M1 78-5A 1289 3300 J % 8-85B 8-5G 1242 c OT` ]880 Q 108 1 23 Richmond Rtl. �o 78-1511I ]O1 78-1]IIf2 203 404 — J 7815, 78-15E 1313 1289 1295 `\ 78-17H 78-16 78-t58 125� - 78-15 I _ - 1357 3 Figure 1: Map showing a portion of the Pantops commercial area. The current Flow proposal is located on the two parcels (#6 and #7) just west (left) of Town and Country Lane. The existing Flow dealership occupies parcels # 15D and # 15E on the south side of Rt. 250.Other auto dealerships and showroom/service buildings occupy parcels 45G, 15, and 14 (and additional parcels to the east). 2 SITE/PROJECT HISTORY In 1995, the ARB reviewed and approved a proposal to establish sales and display parking on Tax Map 78, Parcel 6 for Brady Bushy Ford with a new sales office, a new building for car washing, a reconfiguration of the parking area, and a renovation of the fa@ade of the existing building. Several signs were reviewed in 2000, 2005, 2009 and 2013. An application to redevelop this site (parcels 6 and 7) was first submitted as ARB-2019-154, but the applicant requested deferral of that application, then submitted the current application (ARB-2020-32) in its place. The ARB has completed several reviews of designs for Audi, Porsche, VW and Mazda buildings on other parcels in the Pantops area. In 2016 the ARB reviewed proposals for an Audi showroom di on parcel 15E. Additional plans were submitted in 2017 and a Certificate of Appropriateness was r issued in 2018, but the project was not constructed. The ARB completed a work session for a trademark design Porsche showroom to replace the existing Flow building on the south side of Rt. 250 in early 2019. Subsequent conceptual reviews were held in 2019 for side -by -side Audi and Porsche showrooms to replace the existing Flow building. The ARB approved a design with conditions in June 2019. 16 The ARB reviewed proposals for Mazda and VW showrooms at the comer of Rts. 20 and 250 in May and August of 2019. That proposal did not move forward.- •— „ a; k '� . . • iJU On May 18, 2020, the ARB completed a conceptual review of the proposal to modify the Pantops property previously occupied by Malloy Ford with renovated and new buildings and parking. Comments from that meeting are included in the Analysis section of this report. The ARB conducted a preliminary review of this proposal on August 3, 2020. Comments from that meeting are included in the Analysis table, below. �� a ANALYSIS REF GUIDELINE 8/3/20 CURRENT ISSUE CURRENT RECOMMENDATION RECOMMENDATION Purpose; Compatibihty with significant historic sites: 1 The goal of the regulation of the design of development within the designated See recommendations, The proposed building designs do not reflect See recommendations, Entrance Corridors is to insure that new development within the corridors reflects below. the traditional architecture of the area, but they below. the traditional architecture of the area. Therefore, it is the purpose of ARB review are consistent with some buildings in the and of these Guidelines, that proposed development within the designated Entrance immediate vicinity (most of which were Corridors reflect elements of design characteristic of the significant historical originally constructed prior to the landmarks, buildings, and structures of the Charlottesville and Albemarle area, and establishment of the Entrance Corridors and to promote orderly and attractive development within these corridors. Applicants were subsequently renovated following ARB should note that re lication of historic structures is neither required nor desired. review and approval). Orderly and attractive development could be promoted with improved 2 Visitors to the significant historical sites in the Charlottesville and Albemarle area experience these sites as ensembles of buildings, land, and vegetation. In order to landscaping and appropriate lighting. accomplish the integration of buildings, land, and vegetation characteristic of these sites, the Guidelines require attention to four primary factors: compatibility with significant historic sites in the area, the character of the Entrance Corridor; site develo ment and la out; and landscaping. 3 New structures and substantial additions to existing structures should respect the traditions of the architecture of historically significant buildings in the Charlottesville and Albemarle area. Photographs of historic buildings in the area, as well as drawings of architectural features, which provide important examples of this tradition are contained in Appendix A. 4 The examples contained in Appendix A should be used as a guide for building design: the standard of compatibility with the area's historic structures is not intended to impose a rigid design solution for new development. Replication of the design of the important historic sites in the area is neither intended nor desired. The Guideline's standard of compatibility can be met through building scale, materials, and forms which may be embodied in architecture which is contemporary as well as traditional. The Guidelines allow individuality in design to accommodate varying tastes as well asspecial functional requirements. Structure design 9 Building forms and features, including roofs, windows, doors, materials, colors Clarify whether the The framework above the Porsche entrance is a None. and textures should be compatible with the forms and features of the significant framework that some sloped skylight that rises above the adjacent historic buildings in the area, exemplified by (but not limited to) the buildings drawings show extending roofs. Its appearance is consistent with the described in Appendix A [of the design guidelines]. The standard of compatibility above the Porsche building design and it is now shown can be met throu scale, materials, and forms which may be embodied in entrance is proposed. If it consistently on all drawings. architecture which is contemporary as well as traditional. The replication of is, adjust all relevant important historic sites in Albemarle County is not the objective of these drawings to show the The east interior wall of the upper level Mazda izuidelines. framework and provide additional information to showroom has been revised from a white painted fmish to black. The black color is 5 It is also an important objective of the Guidelines to establish a pattern of compatible architectural characteristics throughout the Entrance Corridor in order clarify its purpose, expected to result in less visual impact than the to achieve unity and coherence. Building designs should demonstrate sensitivity to structure and appearance. white finish. other nearby structures within the Entrance Corridor. Where a designated corridor is substantially developed, these Guidelines require striking a careful balance Consider revising the east The service bay of the Mazda building has between harmonizing new development with the existing character of the corridor interior wall of the upper been recessed 1' from the main wall. This and achieving compatibility with the significant historic sites in the area. level showroom from a white finish to the warm wood -tone tile proposed change helps further break down the mass of the building. 10 Buildings should relate to their site and the surrounding context of buildings. 11 The overall design of buildings should have human scale. Scale should be integral to the building and site design. on the north wall. 12 Architecture proposed within the Entrance Corridor should use forms, shapes, None. The Audi and Porsche buildings are connected None. scale, and materials to create a cohesive whole. by a hyphen. The Mazda and VW buildings are not connected with each other or Audi/Porsche. 14 Arcades, colonnades, or other architectural connecting devices should be used to unify groups of buildings within a development. The consistent use of geometric forms, neutral colors, and similar sizes is expected to establish a coordinated appearance on site. These features are also consistent with the BMW, Flow and Toyota sites across the street. 13 Any appearance of "blankness" resulting from building design should be relieved None. The blankness of the Mazda design has been None. using design detail or vegetation, or both. reduced with the reduction in height of the white brick wall and the recess of the service bay. 15 Trademark buildings and related features should be modified to meet the The proposed buildings are all versions of requirements of the Guidelines. standard trademark designs that have been adapted to varying degrees to meet site limitations. 16 Window glass in the Entrance Corridors should not be highly tinted or highly None. A glass note addressing VLT and VLR was Provide glass samples for reflective. Window glass in the Entrance Corridors should meet the following added to the plan. Samples have not been review. criteria: Visible light transmittance (VLT) shall not drop below 40%. Visible light provided. reflectance (VLR) shall not exceed 30%. Specifications on the proposed window lass should be submitted with the applicationforfinal review. Accessory structures and equipment 17 Accessory structures and equipment should be integrated into the overall plan of Show how the design of The submittal clearly shows that Mazda and Revise the plan so that development and shall, to the extent possible, be compatible with the building the new buildings/ VW equipment will not be visible, and the visibility of all desians used on the site. additions will screen the Porsche building will help screen Audi mechanical equipment is 18 The following should be located to eliminate visibility from the Entrance Corridor view of equipment from equipment from vantage points further east on eliminated from all street. If, after appropriate siting, these features will still have a negative visual impact the street, including the EC. A new perspective view from an vantage points on the on the Entrance Corridor street, screening should be provided to eliminate visibility. further east on the EC eastern vantage point has been provided. It Entrance Corridor, a. Loading areas, b. Service areas, c. Refuse areas, d. Storage areas, e. Mechanical where the views are from shows the Porsche equipment mounted on the including the equipment equipment, higher elevations down lower, rear portion of the roof to help reduce on the lower Porsche f. Above -ground utilities, and g. Chain link fence, barbed wire, razor wire, and onto the buildings. visibility, but it also shows that the equipment roof similar security ing devices. is still visible. 19 Screening devices should be compatible with the design of the buildings and surrounding natural vegetation and may consist of a. Walls, b. Plantings, and c. Fencing. 20 Surface runoff structures and detention ponds should be designed to fit into the natural topography to avoid the need for screening. When visible from the Entrance Corridor street, these features must be fully integrated into the landscape. They should not have the appearance of engineered features. 21 The following note should be added to the site plan and the architectural plan: "Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated." Lighting General Guidelines 22 Light should be contained on the site and not spill over onto adjacent properties or None. Where spillover exceeds .5 fc along Rt. 250, None. streets; the illumination appears to be from existing non -conforming fixtures. 23 Light should be shielded, recessed or flush -mounted to eliminate glare. All fixtures The proposed parking lot pole light fixtures are None. with lamps emittin 3000 lumens or more must be full cutoff fixtures. full cutoff. 24 Light levels exceeding 30 footcandles are not appropriate for display lots in the The maximum light level exceeds 20 fc. Some Revise fixtures D1, 2, 3, Entrance Corridors. Lower light levels will apply to most other uses in the of this is produced by existing non -conforming 4, 8 and 9 so that Entrance Corridors. fixtures and some is not. There are three illumination at the ground proposed pole lights that produce more than 20 does not exceed 20 fc. fc at the ground. 25 Light should have the appearance of white light with a warm soft glow; however, a A note on the lighting plan states that the color None. consistent appearance throughout a site or development is required. Consequently, temperature for the new fixtures will be if existing lamps that emit non -white light are to remain, new lamps may be 3000K. The color range of existing fixtures is required to match them. noted as 3000-6000K, so 3000K for new fixtures is appropriate. 26 Dark brown, dark bronze, or black are appropriate colors for free-standing pole Proposed finish is gray. This is meant to match None. mounted light fixtures in the Entrance Corridors. existing fixtures, so this deviation from standard bronze or black is appropriate. 27 The height and scale of freestanding,pole-mounted light fixtures should be Consider a 15' height for New light poles have been revised to 15' tall None. compatible with the height and scale of the buildings and the sites they are new pole lights. for all those new pole lights located between illuminating, and with the use of the site. Typically, the height of freestanding the buildings and the EC. Pole lights behind pole -mounted light fixtures in the Entrance Corridors should not exceed 20 feet, the buildings are proposed at 20' tall. Since including the base. Fixtures that exceed 20 feet in height will typically require these are at lower elevations, they would have additional screening to achieve an appropriate appearance from the Entrance reduced visibility, so the taller height is Corridor. acceptable. 28 In determining the appropriateness of lighting fixtures for the Entrance Corridors, None. The illumination trough note has been None. the individual context of the site will be taken into consideration on a case by case eliminated from the drawings. basis. 29 The following note should be included on the lighting plan: "Each outdoor The lighting note is on the plan. None. luminaire equipped with a lamp that emits 3,000 or more initial lumens shall be a full cutoff luminaire and shall be arranged or shielded to reflect light away from adjoining residential districts and away from adjacent roads. The spillover of lighting from luminaires onto public roads and property in residential or rural areas zoning districts shall not exceed one half footcandle." 30-31 Guidelines for the Use of Decorative Landscape Lighting Three wall -mounted lights are proposed for the None. back of the Porsche/Audi building. These are not expected to have an impact on the EC. No other fixtures are shown. Landscaping 7 The requirements of the Guidelines regarding landscaping are intended to reflect Revise the landscape plan The landscape plan has been revised to show a Provide documentation the landscaping characteristic of many of the area's significant historic sites which to show a consistent row row of 34 Inkberry Holly along the westem from utilities/easement is characterized by large shade trees and lawns. Landscaping should promote of shrubs along the EC perimeter of the site. holders that the proposed visual order within the Entrance Corridor and help to integrate buildings into the frontage and along the frontage landscaping is existing environment of the corridor. western perimeter of the parking lot located Shrubs have been added along the Porsche/Audi frontage between trees where acceptable. If such documentation cannot be 8 Continuity within the Entrance Corridor should be obtained by planting different types of plant materials that share similar characteristics. Such common elements between the Mazda/VW they weren't previously shown. One flowering obtained, increase allow for more flexibility in the design of structures because common landscape buildings and Rt. 250, ornamental tree has been added in the frontage planting area to features will help to harmonize the appearance of development as seen from the 24" at planting. planting area located between the site accommodate the street u on which the Corridor is centered. Show how landscaping entrances. No shrubs are proposed along the Mazda/VW frontage, where the parking is set landscaping. 32 Landscaping along the frontage of Entrance Corridor streets should include the following: and utilities are being back further from the street. A note indicates a. Large shade trees should be planted parallel to the Entrance Corridor Street. coordinated. that the ground cover along this portion of the Such trees should be at least 3%: inches caliper (measured 6 inches above the frontage is to be removed and replaced. ground) and should be of a plant species common to the area. Such trees should be located at least every 35 feet on center. Large shade trees and ornamentals are b. Flowering ornamental trees of a species common to the area should be interspersed provided along the frontage of parcel 6 at the among the trees required by the preceding paragraph. The ornamental trees need not size and spacing required. On parcel 7, small alternate one for one with the large shade trees. They may be planted among the large trees are proposed (at closer spacing) for less shade trees in a less regular spacing pattern. conflict with utilities that are directly overhead. c. In situations where appropriate, a three or four board fence or low stone wall, The frontage planting is proposed within a typical of the area, should align the frontage of the Entrance Corridor street. combined Vepco, Centel and ACSA utility d. An area of sufficient width to accommodate the foregoing plantings and fencing easement. The Service Authority does not should be reserved parallel to the Entrance Corridor street, and exclusive of road typically allow trees within their easements. right-of-way and utility easements. Vepco prefers no trees. An alternative is to increase planting area. 35 Landscaping of parking areas: Revise the landscape plan a. Large trees should align the perimeter of parking areas, located 40 feet on to show a consistent row center. Trees should be planted in the interior of parking areas at the rate of one of shrubs along the EC tree for every 10 parking spaces provided and should be evenly distributed frontage and along the throughout the interior of the parking area. western perimeter of the b. Trees required by the preceding paragraph should measure 2Yz inches caliper parking lot between the (measured six inches above the ground); should be evenly spaced; and should be of Mazda/VW buildings and a species common to the area. Such trees should be planted in planters or medians Rt. 250, 24" at planting. sufficiently large to maintain the health of the tree and shall be protected by curbing. Show how landscaping c. Shrubs should be provided as necessary to minimize the parking area's impact and utilities are being on Entrance Corridor streets. Shrubs should measure 24 inches in height. coordinated. 33 Landscaping along interior roads: None. There are no interior roads. None. a. Large trees should be planted parallel to all interior roads. Such trees should be at least 2'/, inches caliper (measured six inches above the ground) and should be of a plant species common to the area. Such trees should be located at least every 40 feet on center. 34 Landscaping along interior pedestrian ways: There are no pedestrian paths, but each None. a. Medium trees should be planted parallel to all interior pedestrian ways. Such building is fronted by a sidewalk. trees should be at least 2% inches caliper (measured six inches above the ground) and should be of a species common to the area. Such trees should be located at least every 25 feet on center. 36 Landscaping of buildings and other structures: Two Birch trees are shown in the area where None. a. Trees or other vegetation should be planted along the front of long buildings as the hyphen separates the Audi and Porsche necessary to soften the appearance of exterior walls. The spacing, size, and type of showrooms. such trees or vegetation should be determined by the length, height, and blankness of such walls. b. Shrubs should be used to integrate the site, buildings, and other structures, dumpsters, accessory buildings and structures; "drive thru" windows; service areas; and signs.. hrubs should measure at least 24 inches in height. 37 Plantspecies: a. Plantspecies required should be as approved by the Staff based Proposed plants are on the various lists. None. upon but not limited to the Generic Landscape Plan Recommended Species List and Native Plants for Virginia Landscapes (Appendix D . 38 Plant health: The following note should be added to the landscape plan: "All site The note appears on the plan. None, plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned minimally and onl to support the overall health of theplant." Site Development and layout Developwent pattern 6 Site development should be sensitive to the existing natural landscape and should See #35. The existing and proposed buildings are See #35. contribute to the creation of an organized development plan. This may be oriented parallel to the EC. The Audi addition accomplished, to the extent practical, by preserving the trees and rolling terrain brings the building closer to the street. There is typical of the area, planting new trees along streets and pedestrian ways and wooded area at the back of the site, some of choosing species that reflect native forest elements; insuring that any grading will which will be removed for expanded parking blend into the surrounding topography thereby creating a continuous landscape; area and travelway, and a new connection to preserving, to the extent practical, existing significant river and stream valleys the property to the west. Traveling west on Rt. which may be located on the site and integrating these features into the design of 250 through Pantops, a view of the mountains surrounding development; and limiting the building mass and height to a scale that is available. The proposed development will be does not ove ower the natural settings of the site, or the Entrance Corridor. visible to westbound traffic beginning at the Suntrust Bank and CarMax at the east, with the 39 The relationship of buildings and other structures to the Entrance Corridor street and to other development within the corridor should be as follows: mountains as a backdrop. Landscaping can a. An organized pattern of roads, service lanes, bike paths, and pedestrian walks help offset visual impacts of the proposed should guide the layout of the site. development. b. In general, buildings fronting the Entrance Corridor street should be parallel to the street. Building groupings should be arranged to parallel the Entrance Corridor street. c. Provisions should be made for connections to adjacent pedestrian and vehicular circulation systems. d. Open spaces should be tied into surrounding areas to provide continuity within the Entrance Corridor. e. If significant natural features exist on the site (including creek valleys, steep slopes, significant trees or rock outcroppings), to the extent practical, then such natural features should be reflected in the site layout. If the provisions of Section 32.5.2.n of the Albemarle County Zoning Ordinance apply, then improvements required by that section should be located so as to maximize the use of existing features in screening such improvements from Entrance Corridor streets. f. The placement of structures on the site should respect existing views and vistas on and around the site. Site Grading 10 40 Site grading should maintain the basic relationship of the site to surrounding None. Grading is proposed to establish additional None. conditions by limiting the use of retaining walls and by shaping the terrain through parking on parcel 6 behind the Mazda and VW the use of smooth, rounded land forms that blend with the existing terrain. Steep cut buildings. Retaining walls 6' and 13' high are or fill sections are generally unacceptable. Proposed contours on the grading plan proposed. This parking is not expected to be shall be rounded with a ten foot minimum radius where they meet the adjacent visible from Rt. 250. The Pantops Comer condition. Final grading should achieve a natural, rather than engineered, appearance. development is expected to screen much of the Retaining walls 6 feet in height and taller, when necessary, shall be terraced and Flow site from Rt. 20, but not all of it. The planted to blend with the landscape. Ford used cars building is currently visible from Rt. 20 at the new Pantops Corner Way entrance and the taller Mazda building is expected to be visible above some of the existing Rt. 20 buildin s. 41 No grading, trenching, or tunneling should occur within the drip line of any trees or Tree lines to remain and tree protection fencing None. other existing features designated for preservation in the final Certificate of have been added to the plan. Appropriateness. Adequate tree protection fencing should be shown on, and coordinated throughout, the grading, landscaping and erosion and sediment control Tans. 42 Areas designated for preservation in the final Certificate of Appropriateness should be clearly delineated and protected on the site prior to any grading activity on the site. This protection should remain in place until completion of the development of the site. 43 Preservation areas should be protected from storage or movement of heavy e ui ment within this area. 44 Natural drainage patterns (or to the extent required, new drainage patterns) should Much of the site is already developed. A None. be incorporated into the finished site to the extent possible. detention pond is proposed at the north end of the site. It is not expected to be visible from the street. SIGNS REF GUIDELINE ISSUE RECOMMENDATION II General Sin Guidelines 1 Create a consistent and unified design approach along the Entrance Corridors. The This Comprehensive Sign Plan (CSP) proposes to achieve See recommendations, placement, size, illumination and colors of signs can create unity along the corridor, or consistency through sign type and location/alignment. The below. they can create a disjointed, visually competitive environment. Consistent and unified proposal appears focused on accommodating company - sign design allows the businesses located along the Corridor to have equal standing in standard signs. Wall signs would be spread out over four visibility. It also provides a pattern of sign placement that makes the business locations buildings. The illustrated signs occupy a relatively small and entrances more easily recognizable to both vehicular and pedestrian traffic. portion of the illustrated sign bands and the building's 2 Establish simplicity and reserve as preferred characteristics for sign design in these walls, resulting in a generally reserved appearance, but the areas. This reflects the historic character of the area and enhances the aesthetic qualities CSP is meant to apply to all future signs. Signs much of the Corridor. To this end, the overall design of a sign will be evaluated concurrently larger than those illustrated could be proposed. with that of the building on which it will be installed. The design of a building's walls, window locations, parapets and other architectural features will influence the Board's evaluation of appropriate signage. Likewise, a freestanding sign is evaluated in the context of the overall development in which it will be placed. Because each site is composed of a variety of elements that work together to create a unique character and appearance, ARB review of each sign proposal is guided by these sign guidelines within the context of the specific site for which the proposal is made. 3 Encourage creative design. The County encourages imaginative and innovative signs consistent with the purposes expressed above and in conformance with the regulations of the Albemarle County Code. 4 Des' n Com tibility 4a Placement: The design of a building's walls, window locations, parapets and other Wall signs are proposed in areas that are appropriately Consider revising the CSP architectural features shall influence the Board's evaluation of appropriate signage. Wall sized to accommodate signage. The CSP shows signs on to require alignment of signs can help establish rhythm, scale and proportion across the fa ade of a building. the VW building aligned along the sign's centerlines. Porsche and Audi signs appear to be aligned along their primary signs on the Flow/Mazda building (not 10d Signs must be placed on the building in a manner that establishes a unified appearance. lower edges. The Flow and Mazda signs don't have an including the sign marking obvious alignment. the service bay). 4b Scale and Size: Signs located within the Entrance Corridor may not exceed the size, Conformity with ordinance size requirements will be Revise the size limitations height and setback requirements as outlined in Section 4.15 of the Albemarle County assessed when individual sign permit applications are criterion to note that sign Zoning Ordinance (unless the sign has received a variance). received. Nothing in the CSP proposal suggests that sizes are also subject to ordinance requirements can't be met. A note in the CSP EC sign guidelines states that sign sizes are limited as per County Code Sec. requirements, which could 4.15.10. For clarity, and to avoid confusion with future result in signs smaller than sign permit applications, this criterion should ordinance maximums. acknowledge the fact that ordinance size provisions are maximum allowables and the application of EC sign guidelines may result in smaller sizes. 4c Materials: Materials used in both the sign and support structures should complement the Proposed materials are aluminum, acrylic, vinyl and paint. None. building and/or multiple business center (see page 14) being served by the sign. These are standard sign materials that are regularly approved in the Entrance Corridors and are typically considered consistent with commercial architecture. 4d Lettering and Typeface: Lettering should be in proportion to the sign and the building As illustrated, most of the wall areas designated for None at this time. for visual clarity and overall balance. Proportion of lettering includes font size and potential sign locations could accommodate signs much 12 typeface (style). The use of three typefaces or fewer is more appropriate for signs in the larger than those that are shown in the elevations and Entrance Corridor. Additional typefaces may be approved only if they contribute to a renderings. Conformity with this guideline will be balanced, legible, unified sign design. assessed when individual sign permit applications are received. The proposed sign areas are understood to mean that signs are limited to locations within the red dashed Lines, while meeting all other requirements. 4e, 9c Color: Colors must be harmonious with each other. Colors must not clash with other Proposed text colors are red, black, silver/chrome and Revise the CSP to note elements on the site, both when viewed in daylight and at night, whether the signs are blue. This allows for each dealership's standard color. that the maximum number externally or internally lit. Overly intense color, such as but not limited to dayglo or Although this exceeds the recommended maximum of of colors used for fluorescent colors, are prohibited. three sign colors, the colors would be distributed over a individual signs and for considerable length of building walls, and it appears that signs in close proximity to The use of three colors or fewer is more appropriate for signs in the Entrance Corridor. four colors would not be used in a single sign. each other is three. Black and white are counted as colors. Additional colors may be approved if they contribute to a balanced and unified sign design. Specific shades of red and blue have not been proposed. For raceway -mounted channel letters, raceways shall match the wall color. These can be established with the CSP, or with the first sign permit applications. A note in the CSP states that raceways, if used, will match the color of the wall to which the raceway is attached. 4f Trademarks, corporate logos and graphics: The ARB may require that the color and The elevations appear to Illustrate company standard Delete the note reading, scale of standard templates for trademarks, service marks, corporate logos and graphics letters and logos. With appropriate scale, illumination and "actual tenant signs will be modified. When used, trademarks, service marks, corporate logos and/or graphics alignment, the graphics are not expected to have a reflect individual tenant should be incorporated as an integral part of the overall sign. negative impact. A note on the CSP states, "actual tenant identity through shape, signs will reflect individual tenant identity through shape, font, etc" OR supplement font, etc." To avoid confusion with fature sign permit the note with this text: applications, this note should be deleted or this text added: "subject to EC guidelines "subject to EC guidelines regarding size, color, regarding size, color, proportion, etc." proportion, etc." III Guidelines for Specific Sign Types 8 Freestanding Signs The site plan shows an approximate location of a new Note that coordination of freestanding sign west of the MazdaNW site exit. The freestanding sign design, CSP does not address freestanding signs. Coordination of and tenant panels within freestanding signs, and tenant panels within those signs those signs, will be will be required. required. 9 Wall Signs 9a Wall signs shall be integrated with the architecture of the building and the placement of The sign "bands" are proposed on areas of the walls that None. such signs should not obscure architectural features or details, including but not limited are free of architectural elements or details. to cornices, windows, columns, pilasters and paneling. 13 9b Channel lettering (mounted on a raceway or individual letters) is preferred to cabinet Channel letters and channel logos are proposed. None. signs because cabinet signs tend to appear less integrated with the building. Channel letters overlay the wall material and allow the structure of the building to "read through" with less interruption. This results in a more coordinated overall appearance. 9d The size of a wall sign shall be coordinated with the size of the architectural element on Some of the proposed sign bands are much shorter (in Include the height of each which it is placed. The sign should not overcrowd the architectural element, the wall, or height) than others and it isn't clear from the CSP sign band in the CSP the sign area. (See Illustration 6 on page 26.) Buildings and building elements should not drawings that all signs provide a minimum of 6" of clear drawings. be used as a billboard. For example, an appropriate height for channel letters in a 30" space above and below the letters/graphics. Final sizes can high sign band is 18". This allows 6" of unoccupied space above and below the letters. be determined with individual sign permits but including Generally, 4" of clear space above, below, and to the sides of a channel letter sign is the height each sign band in the CSP drawings would considered a minimum, with larger clearances required for larger sign bands. The ARB facilitate futture sign reviews/approvals. will consider the degree of visibility, the distance from the Entrance Corridor, and the architectural design of the building and the sign area in its determination of appropriate sizes and placement. 10 Wall Signs For Multiple Business Centers 10a A complete sign package shall be provided as part of the submittal materials for the A Comprehensive Sign Plan has been proposed. See recommendations, review of any new multiple business center. The proposal should address how above and below. compatibility among signs will be achieved, and how new signs will be coordinated with the architecture of the building(s); the first approved sign installed in a multiple business center will establish the standard for all future signs for that center. The future review of proposals for new signs in existing multiple business centers will take into consideration the character and appearance of the existing building(s) and with existing si s . 10b b. Multiple business centers shall use a single sign type for all wall signs. Channel letters and channel logos are proposed. None. 10c c. Compatibility among signs must be maintained through color or font and typeface Compatibility is proposed through a limitation on sign The maximum number of selection. type and colors. Proposed text colors are red, black, colors used for individual silver/chrome and blue. This allows for each dealership's signs and for signs in close standard color. Although this exceeds the recommended proximity to each other is maximum of three sign colors, the colors would be three. distributed over a considerable length of building walls, and it appears that four colors would not be used in a single sign. Specific shades of red and blue have not been proposed. These can be established with the CSP, or with the first sign permit applications. 5, 9, 10 Lighting 14 5 The purpose of ARB review is to ensure that new development in the Entrance Corridors Channel letters that are face -lit or halo -lit are proposed. Revise the CSP to limit is compatible with the historic architecture of the County and to promote orderly and Internal illumination is typical for this type of commercial illumination of letters to a attractive development. There is no historical precedent for internally illuminated signs. building and is prevalent along the corridor. The use of a single type and However, the ARB recognizes the need to identify businesses to help the traveling public single illumination type would increase compatibility on illumination of graphics to find their destination and exit the highway safely. site. However, the visual impact of some graphics (for a single type. 5a When illumination is required, the preferred solution is to externally illuminate the sign — example, the. Audi logo) can be reduced with halo lighting. Coordination could be increased by requiring a in other words, to shine a light on the sign. External illumination is preferred because it single illumination type for all letters and a single allows consistency with the daytime image of the sign. External lighting appears to the illumination type for all graphics. viewer as reflected light and allows the focus of the sign to be the original overall shape, color and complete design of the sign. Internal lighting produces a fragmented, rather The VW sign, in the design illustrated in the drawings, than unified, sign image at night compared to external lighting and may project light that could lose legibility with halo lighting. is distracting to the viewer. Similarly, exposed light sources that form the body of a sign (such as, but not limited to, exposed or bare neon) are not appropriate for the Entrance Corridors. They can produce glare and, generally, do not achieve the subtle character and corn atibili that is the goal for the Entrance Corridors. 5b Since external illumination does not fit every case, individual channel letters — a type of internally illuminated sign that has less visual clutter impact on the Entrance Corridors — may also be approved. Channel letters are generally the preferred type of internally illuminated wall sign because they project the total sign and are identifiable with the daytime image of the sign. When channel letters cannot be adequately accommodated, internally illuminated cabinet signs may be considered. If cabinet signs are utilized, the back ounds of such signs must be made opaque zero light transmission). 5c External illumination is also preferred for approved graphics/logos; internal illumination may be considered for approval on a case -by -case basis. The Board will evaluate the specific design for size (adjusted in proportion to the accompanying lettering), balance, complexity, and distance from and relationship to the Entrance Corridor. These factors will determine the extent of internal illumination that can be approved. 5d These solutions are intended to reduce glare, visual clutter and distraction along the streetscape, to provide for coordinated appearances along the Entrance Corridors, to increase visual continuity, to achieve a balance of business identification with order and continuity, and to limit negative impacts along the County's Entrance Corridors. 5f Internal Illumination: Any internal illumination is considered to contribute to visual clutter and will be limited. 9e, l0e i. External illumination is preferred for signs in multiple business centers. 15 5e, 9e, External Illumination: Lighting should be shielded and not create glare. Lighting should No external illumination is proposed. None. 10e be aimed so as not to project illumination beyond the sign. All external light sources shall be white. 5g All Illumination shall be non -blinking. A note in the CSP indicates that there will be no blinking None. lights. 5h Exposed Light Sources: An exposed light source that forms the body of a sign, such as No exposed light sources are proposed. None. but not limited to signs formed of exposed neon, as opposed to a light shining on a sign, shall not be used in the Entrance Corridors. 9e, l0e iii. Channel letters with translucent faces shall be constructed such that no light spills The CSP shows standard channel letters. This guideline None. outward from the top, bottom, sides or back. Faces and returns of channel letters shall be will be reviewed with individual sign permits, which o a ue when back -lit (halo -lit). include more detail on materials and construction. 9e, l0e iv. Cabinet signs shall have a non - illuminated background, or an opaque (zero light The VW logo includes silver V and W letters bound by a Note that an opaque transmission) background. Cabinet signs shall be constructed such that no light spills silver ring, all on a blue background. The CSP describes background will be outward from the top, bottom, sides or back. If outlines of letters are proposed, the width this as a channel logo. The intent of the "non -illuminated required for the VW sign of the outline must be in proportion to the width of the letter. An outline width of 1/8" background for cabinet signs" guideline is not to as currently illustrated if it has been found to be an appropriate dimension for signs in the Entrance Corridors. distinguish cabinet signs from channel logos, but rather to is internally illuminated. limit the potential negative visual impacts of internally illuminated signs by allowing only the text portion of the sign to illuminate. 16 SUMMARY OF RECOMMENDATIONS Staff recommends the following as the primary points of discussion: 1. Frontage landscaping within easements 2. Visibility of equipment on the Porsche roof 3. The Comprehensive Sign Plan Staff recommends approval with the following revisions: 1. Provide glass samples for review. 2. Revise the plan so that visibility of all mechanical equipment is eliminated from all vantage points on the Entrance Corridor, including the equipment on the lower Porsche roof. 3. Revise fixtures D1, 2, 3, 4, 8 and 9 so that illumination at the ground does not exceed 20 fc. 4. Provide documentation from utilities/easement holders that the proposed frontage landscaping is acceptable. If such documentation cannot be obtained, increase planting area to accommodate the landscaping. 5. Regarding the Comprehensive Sign Plan: a. Consider revising the CSP to require alignment of primary signs on the Flow/Mazda building (not including the sign marking the service bay). b. Revise the size limitations criterion to note that sign sizes are also subject to EC sign guidelines requirements, which could result in signs smaller than ordinance maximums. c. Revise the CSP to note that the maximum number of colors used for individual signs and for signs in close proximity to each other is three. d. Delete the note reading, "actual tenant signs will reflect individual tenant identity through shape, font, etc." OR supplement the note with this text: "subject to EC guidelines regarding size, color, proportion, etc" e. Note that coordination of freestanding sign design, and tenant panels within those signs, will be required. f. Include the height of each sign band in the CSP drawings. g. The maximum number of colors used for individual signs and for signs in close proximity to each other is three. h. Revise the CSP to limit illumination of letters to a single type and illumination of graphics to a single type. i. Note that an opaque background will be required for the VW sign as currently illustrated if it is internally illuminated. ATTACHMENTS (Below) Attachment A: Flow applicant's site plan submittal Attachment B: Flow applicant's architectural plan submittal Attachment C: Flow applicant's Comprehensive Sign Plan submittal 17 TABLE A This report is based on the following submittal items: Sheet # Drawing Name Drawing Date/Revision Date ARB Concept Review Submission: Aerial perspective renderings, New Direction, Existing site plan, New site plan. 8/10/2020 Audi & Porsche: Existing and new front perspective, Narrative, Existing plan, Demo plan, New plan, RTU sightline study, Front building elevations, Front perspectives, Side perspectives, Existing and New perspectives looking west and east from Rt. 250, Side elevations, New perspective looking west from Town and Country Road, Elements of entry corridor guidelines. Mazda & Volkswagen: Existing & new perspective looking northwest from Rt. 250, Project narrative, Existing & new front perspective from Rt. 250, Existing & new front perspective — entry from Rt. 250, Existing and new perspective entry looking west, Mazda perspective looking west and east, Existing and new perspectives looking northeast and west, New perspective VW front and East side, New perspective Mazda VW front view, Mazda & VW RTU sightline study, New perspective from further east of EC, Mazda & VW front building elevations, Mazda & VW side elevations, Elements of en corridor idelines, Site landscape (2). Site Plan 8/10/2020 C1 Cover C2 Site Overview C3 Existing Conditions & Demolition C4 Site Plan C5 Grading & Utilities C6 Landscaping Plan C7 Landscaping Details C8 Lighting Plan C9 Lighting Details C10 Sight Distance Cl1 Storm Details C12 Site Details C13 Site Details 18 LEGEND EXISTING Ai 311.5 x 311.5 TIC x 311.5 TW x 311.5 BW x m oHu GU S W O 0 A cA -- NEW E m OHU GU � O q 0° a W O 0 A DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE BUILDING SETBACK PARKING SETBACK SITE TEXT PARKING COUNT TOPOGRAPHY INDEX CONTOUR INTERVAL CONTOUR SPOT ELEVATION TOP OF CURB ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION STREAM STREAM BUFFER 100 YEAR FLOODPLAIN BUILDING BUILDING RETAINING WALL STAIRS EDGE OF PAVEMENT ROAD CENTERLINE FRONT OF CURB BACK OF CURB CG-12 TRUNCATED DOME SIDEWALK BIKE PARKING HANDICAP ACCESSIBLE AISLE HANDICAP PARKING MATERIAL CONCRETE RIPRAP ASPHALT EC-2 MATTING EC-3 MATTING WETLAND TREELINE FENCE UTILITY UTILITY POLE GUY WIRE OVERHEAD UTILITY UNDERGROUND UTILITY STORM STORM MANHOLE DROP INLET STORM SEWER ROOF DRAIN SANITARY SANITARY MANHOLE SANITARY SEWER MAIN SANITARY SEWER LATERAL WATER WATER LINE WATER METER WATER METER VAULT FIRE HYDRANT FIRE DEPARTMENT CONNECTION GAS GAS LINE EASEMENTS CONSTRUCTION GRADING ACCESS SIGHT DISTANCE UTILITY STORMWATER FACILITY MAINTENANCE STORMWATER ACCESS DRAINAGE SANITARY WATERLINE GASLINE 1300 RICHMOND ROAD - OWNER/DEVELOPER Owner: Flow 1300 Richmond LLC 500 W 5th St, 18th Floor Winston-Salem, NC 27101 bthomas@flowauto.com ZONING HC - Highway Commercial Entrance Corridor Flood Hazard Overlay District Steep Slopes Overlay District, Managed & Preserved Dam Break Inundation Zone Amendment to SDP199500042 With SP199400004 SETBACKS Front (measured from right-of-way or exterior edge of sidewalk if the sidewalk is outside of the right-of-way): Building: Min - 10 feet, Max - 30 feet` Parking: Min - 10 feet, Max - None 'None on any lot abutting a principal arterial highway or interstate Side & Rear (if abutting lot is zoned residential, rural areas, or Monticello Historic District): Building: Min - 50 feet, Max - None Parking: Min - 20 feet, Max - None Side & Rear (if abutting lot is zoned commercial or industrial): Building: Min - Accordance with Building Code, Max - None Parking: Min - None, Max - None MAGISTERIAL DISTRICT Rivanna SOURCE OF TITLE TMP 78-6 : DB 5272 PG 714 TMP 78-7 : DB 5272 PG 714 SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary & topographic survey provided by: Roger W. Ray & Associates, Inc. (01/07/2020), updated (03/16/2020) w/ portion from LIDAR retrieved (01/30/2020) Delineation of LIDAR & Surveyed Topo Shown Sheet C3. Topography Field Verified by Justin Shimp, P.E. (03/25/2020 BENCHMARK Datum for topography is NAVD 88 Benchmark located in parking lot near existing building on TMP 78-6 elevation 420.08. FLOODZONE According to the FEMA Flood Insurance Rate Map, effective February 4, 2005, (Community Panel 51003CO287D) a portion of this property does lie within a 1 % annual chance floodplain. RESERVOIR WATERSHED This site is within the Upper Rivanna River Watershed. This watershed is not part of a watershed supply protection area. STORMWATER MANAGEMENT PLAN 1. Development of this site results in a net increase of 0.73 acres impervious area. To mitigate stormwater impacts on areas downstream, specifically the intermittent stream at the back of the site that leads to Meadow Creek, a dry detention pond is to be constructed to capture the majority of runoff from new impervious areas on site. The detention pond will outlet to the 100 year floodplain. A series of detention pipes existing on site are to remain, and drainage areas have been checked to ensure the drainage area and/or curve number to these pipes have not increased. 2. Water quality will be addressed by purchase of 2.59 Ibs nutrient credits to meet the VRRM redevelopment nutrient removal requirements per 9VAC25-870-63. 3. Detention Pond Coordinates: • (38.0355706,-78.4510122) WATER & SANITARY SERVICES Site is served by Albemarle County Service Authority. All sanitary lines on site are private. PRESERVED STEEP SLOPES NOTES 1. Development is not authorized to impact preserved steep slopes. 2. Development is subject to steep slopes overlay district requirements (Sec. 18-30.3). 3. Preserved steep slopes must be staked/flagged prior to land disturbance, and flags/stakes must be maintained for the duration of the project, to final completion. GENERAL WATER & SEWER NOTES 1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for notifying the proper service authority officials at the start of the work. 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are only approximately correct. The contractors shall on his own initiative locate all underground lines and structures as necessary. 3. All materials and construction shall comply with the current edition of the general water and sewer construction specifications as adopted by the Albemarle County Service Authority. 4. Datum for all elevations shown in National Geodetic Survey. 5. The contractor shall be responsible for notifying "MISS UTILITY" (1-800-552-7001). 6. All water and sewer pipes shall have a minimum of 3.5 feet of cover measured from the top of pipe, over the centerline of pipe. This includes all fire hydrant lines, service laterals and water lines, etc. 7. All water and sewer appurtenances are to be located outside of roadside ditches. 8. Valves on deadend lines shall be rodded to provided adequate restraint for the valve during a future extension of the line. 9. Trees are not permitted in the ACSA easement. 10. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 (Senate Bill 3874 which amends the Safe Drinking Water Act). 11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority. 12. Backflow prevention is required for all connections to the water main. BUILDING HEIGHTS Maximum Allowable: 65 ft Maximum Proposed: 35 ft EXISTING USE Automobile Sales, Services, and Display PROPOSED USE Existing Automobile Sales, Services, and Display w/ Additional Building and Parking Lot Area Maximum Disturbed Area: 4.62 acres LAND USE SCHEDULE EXISTING Area % Building 39,330 SF 6.8% Pavement 218,787 SF 37.8% Sidewalk 5,334 SF 0.9% Undeveloped 315,799 SF 54.5% Total= 579,250 SF (13.30 ac.) PROPOSED Area % Building 51,686 SF 8.9% Pavement 233,216 SF 40.3% Sidewalk 4,550 SF 0.8% Undeveloped 289,798 SF 50.0% Total= 579,250 SF (13.30 ac.) PARKING SCHEDULE MAJOR SITE PLAN AMENDMENT FLOW AUTOMOTIVE Automobile service station and truck repair shop: one space per each employee plus two spaces per each service stall. 41 service stalls provided, 2 employees per stall 164 parking spaces required 196 parking spaces provided Motor vehicle sales, including automobiles, farm equipment and trucks: one space per 1,500 square feet of display area. 57,880 sf display/sales area 39 parking spaces required 46 parking spaces provided Loading spaces: one space for the first 8,000 square feet of retail gross leasable area, plus one space for each additional 20,000 square feet of retail gross leasable area approximately 57,580 sf retail area 4 loading spaces required 4 loading spaces provided TOTAL REQUIRED: 203 PARKING SPACES, 4 LOADING SPACES TOTAL PROVIDED: 242 PARKING SPACES, 4 LOADING SPACES (INCLUDES 8 VAN ACCESSIBLE HC SPACES) ITE Trip Generation Trip Generation Manual, 10th Edition AM PM Use Description I (Ity in out Total in out Total Automobile Sales (New)l 840 41Service Bays 52 45 97 61 69 130 Total 52 45 97 61 69 130 Trip Generation reflects AM and PM peak hour traffic. SIGNS All signs and pavement shall conform with the latest edition of the MUTCD Guidelines. A sign permit must be issued in accordance with the Albemarle County Sign Regulations prior to placement of any signs on -site. FIRE MARSHAL'S NOTES A knox box must be provided on all new structures. Coordinate location with the fire marshal's office. GENERAL NOTES 1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are based on information and data furnished to the owner and engineer by the owners of such underground facilities or others. The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The contractor shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for coordination of the work with owners of such underground utilities during construction, for the safety and protection thereof and repairing any damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the owner. The contractor shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work. 2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to protect structures from damage. Replacement of damaged structures shall be at the contractor's expense. 3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that the owner can make necessary arrangements to modify/protect existing structures from damages. 4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted and the Virginia Department of Transportation prior to completing any off -site work. 5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start of construction. 6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and engineer. 7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shop drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and will not relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist. 8. All bare areas shall be scarified, limed, fertilized, seeded and mulched. 9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements. 10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. 11. Retaining walls require separate building permits. 12. All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building Department from the main to the structure. 13. Building or structures built before January 1, 1985 must have an asbestos survey performed in order to apply for a permit. Asbestos removal permits are required is positive for such from Albemarle County and VDOLI. Contact VDOLI for additional requirements and permits for demolition projects. 14. Where the flood level rims of plumbing fixtures are below the elevation of the manhole cover of the next upstream manhole in the public sewer, the fixtures shall be protected by a backwater valve installed in the building drain, branch of the building drain, or horizontal branch serving such fixtures. Plumbing fixtures having flood level rims above the elevation of the manhole cover of the next upstream manhole in the public sewer shall not discharge through a backwater valve. 15.Accessible parking and routes must comply with ICC ANSI At 17.1-09. 16. All roof drains shall discharge in a manner not to cause public nuisance and not over sidewalks. SDP2020-00018 - TAX MAP 78, PARCELS 6 & 7 ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1°=2000r Map provided by Google.com SHEETINDEX C1 COVER C2 SITE OVERVIEW C3 EXISTING CONDITIONS & DEMOLITION C4 SITE PLAN C5 GRADING & UTILITIES C6 LANDSCAPING PLAN C7 LANDSCAPING DETAILS C8 LIGHTING PLAN C9 LIGHTING DETAILS C10 SIGHT DISTANCE C11 STORM DETAILS C12 SITE DETAILS C13 SITE DETAILS APPROVALS Current Development Planner Date Current Development Engineer Date Fire Official Date Building Official Date Albemarle County Service Authority Date Virginia Department of Transportation Date Architectural Review Board Date SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Street Phone: 434-227-5140 Charlottesville. VA 22902 shimp-eogineenng.com NL O v M.S Y ic. o.45183 Id �j6�2� w4 ��`ys'lONAL ��G MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD - FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION: 01) 2020.06.15 02) 2020.06.22 [ARB] 03) 2020.08.10 [ARB] FILE NO. COVER SHEET C1 OF 13 19.078 C1 THIS PROPERTY CORNER IS APPROXIMATE l ONLY. �1 PLATS OF RECORD SHOW THE PROPERTY LINE 1 �J y TO FOLLOW THE STREAM. HOWEVER, NOTES ON SURVEYS OF THE ADJACENT PROPERTY STATE THAT THE STREAM WAS RELOCATED AT THIS CORNER BY VA. DEPT. OF HWYS. NO EVIDENCE 17..E ` ki ,W OF THE ORIGINAL STREAM LOCATION EXISTS. _ THE CORNER PROPERTY LINE SHOWN HERE ON IS TO THE CENTER OF THE EXISTING STREAM. / T.M41 �-S' 8B T.M. 78-58K I WILTON, LI�O. JAMES A., JR. & PEGGY W. DETT04 D.B. 1130 125 _ D.B. 3713-419 / D.B. 1198-307 & 30 \ j K \ m" D.B. 2700-317 PLAT ZONED: R10 D.B. 391-296 PLAT o D.B. 201-5 ZONED RI PLAT -- "6 I PROPERTY LINE IS S- IN AS �t '`q` <C\ \`�-:.,•� _ / W m q ;� I THE STREAM ON PLATS N q A J 0 RECORDED IN D.B. 201L54 & XX e" D. B 1198- 307 & 8 - PANTOPS v A v vv v F,y ^. .. _ T. M \ \ NQ v \......_... .. / E.I \ ,.\ r \ \\ •\ \\x \%`.......- _ _ ...........0 OVERLAP - I OVERLAP D.D.358-684. \ \ XF - - - - _ - - . - <r GB'� ' \ II rl r \r \ \ I I - - 0 008 ACRE \ \ \ \ \ ,( '=�-+ 0.002 ACRE 0.008 ACRE 1 688 PLATTI r v v v _ Ex. FENrEx -- ZONED: HC r \. \ \ \ \ '\ �\ 1 x �r)U vERIFI F v . V v ) v `� A v i' -+eoor ------- FOUND dusnN 11P, eE S AMERICAN\ELEPHONE AND IEZEGR980 k�PANY OF NRGINIA EASET.1€NT (D- i B / 1 (STATE) r ��� ` �wr vv \� - _ _ - > v _ eoNND9frr ,ENE as _ - uz u3 ua u5 ZONE STATE \ SNG _ . _11G IRON FE DAM BREAK INUNDATION \ \ DCOAX \ \\ \ ____ - APPROXIMATE -�-_- IN B 4q' p ON PLF�9ECOR0 , .. / MONU `�\\ �\ _ _ 20' 6AON OF III. ---- Tea°mE a'°°�tccaapa / / Eon \ \ 'Lr>.,. / ZONE (S A E) 100 YR FLOODPLAIN '' -\ \\ \ - . / 9e0_ N O� � � 0 \ \ � � (D.B. 1549-596 4 / R2 -+- a>4, - 4�6) RGIM \ \ \ \ \ \_�340. EX RIP RAP 100 � ! 1R PRESERVED SLOPES \ `\\`` \ i Vvv A e, A ---� •� - - __ -- O \ _ IRON FOUND /I \ LIMITS OF AMENDMENT '--- \ \\`, ` \, \ ,\ \, \ �50- - 1 - 1 .. IR v - FOIL ' ��■ ---- iRERRTANENTCONSRE AND GRADING EASUitlION \ - __L- _---__----- : EX._-0 NENi F A `X A -U �� A \ - _ _ d - _ - - - EX 01 20 P - 1 (O.B. 4553-4)}) S \ \ \ \ y� DRAMAGEJ' � \ / . ■ \ \ �\ \ 'ep �L.O�T\ ! L,� �_ }----- fir\/ I_ ------------------- �` � LOT 8 V \ , `I -_ --- --- - ----- ---- dl■ ----- q - - w LURE CR \\ J' ACRES DOES NOT IN L 13 (5, C \`= , -- '- y �I t I ---- -- --- AOVERLAPS-OR_ GAPS) t ° '21� MON �LC �av v_ D� -IS FLOW 1300 RICHMOND LL-C- _ / e D.B 527 14 v � r----- --------- D B, 1 54 PLA _ D 272-714 yr-------- D.B. 1168-546,5D.B.-440-37_ PLAT - -- - -E AN H--------D.B. 201-454 PLAT -- I l50 - _ �\ - \ 1 1 SAN MU _ COUNTY OF ALBEMARLE / �jF]yC>�- - - - -3 G_ n9 -_ - ___ __ �. �i _ \ _ 1 EX, ONE gNE STORY METAL _-- Dept. of Planning & Community Development `I I --- __ _ __ 401 McIntire Road■) -- _- _ - - .wc__ - �}. LOCK BUILDING - Charlottesville, Virginia 22902-4596 �' J i- [- --- - - ' \ �- III #1290 ----_ (804) 2961 / / t I I L_ - - > IL- _ April 22. 1994 a --- - - - �y__- -- _ _ I Gloeckner 6 Osborne, Inc ii� I �_�C�X _ `-s -9i ��/� {' -.�1tE \.f -�I »JAATNEftS. t _ 710 East Smith Illi ■ r-- _- 3 *_ _--, -. ,_ ---` - - J /'a� \ /E, •N, \,',\'- -i'_ _ 1 �f e r> D-B�6t7 569 HRU 8h l If_.•'\` _2 I- 0 oLe� r , R_ - 1 DIE. s_57 _1 1 -` 578 - Y ..< T ----- - \\ Charlottesville, VA 22901 il!I If 41 , ■ Ex. MF 1-rs -�-- 1 I 1 f I -1 " } C� - - - - _-- L -}- e PLAT }� \ _ RE: SP-94-04 B & B PARTNERSHIP -- Fx �Ge- F�6 �339-701, IIIf I E%- I I I !/ L _- f•�� _ _ _ _ -390- Z041HRU 707 PI AT w� i Dear Mr. Smith: li ilil I �- I1 i I ---- ,.,4p< \M �!"'°L _... �'°o.- -- - _ ZONED: HC III - _ - �-r�.� I EX. ONE STORY STUCCO j III - W� -'�� ' The Albemarle County Board of Supervisors, at its meeting on April 14, 1994, Ilh I� / wj BASEMENT _ 1 E_ -----J I i v _ _ _-__ ---,y 1,---..-,,_. __�;;i approved the above -noted request to permit outdoor storage and display of I llil` iy� /' \��-----'X9� ` - WY/ vehicles within the Entrance Corridor Overlay District. Please note that this approval is subject to the following conditions: Iiilll� / , �v�.J _ �'� A■ r �r r lul; - --- 1. Use shall not commence until a Certificate of Appropriateness is issued liiilil��-- -- b the Architectural Review Board; IIIIIIIII 2. Development shall be in general accord with site plan titled III hill - aottaeDS Brady -Bushey Ford dated November 5, 1993 revised February 10, 1994; I wIIPi - _�-r- 'T DI \-\ / \■ I 1�-��, I ---'� 3. Administrative approval of the site plan for this use. iTilt;' I YY bENC. ARKy Ir # I J11 A 1 4444 J _TIT 11IIIII 9 N IlO Before beginning this use, you must obtain a zoning clearance from the Zoning lllplilll ll Ir �.� .. Department. Before the Zoning Department will issue a clearance, you must comply with the conditions in this letter. For further information, please m call Babette Thorpe at 296-5975. iililllil -- _ I \ - _ If you should have any questions or comments regarding the above -noted action, ex Md please do not hesitate to contact me. IIIIIIII -_ / > n IT : - I H - T.M.78-5A Iii ill Sincerely, 14ui /., LL .Ira Ex. B CA TFU i ■ _ J ,- PANTOPS CORNER, LC O F 1kEF GAr. -RE. o / , ■ D.B. 4358-684, I r ' (1 > ��� 1 E,�ti 1 688 PLAT iiilii / ' / eo 7'��"��"'C- V `r"' ZONED: HC IIIII ) _' Ex& BLOCK BUILDING . ONE STORY CC V. Wayne C imber8 Il1 1I ' ,_ I f lannin 6CDirector Punity Development - I - VWC/jcw N x . x P / � Idly - "� �� �� b � Ex ol�p I t ITUD _. III II IIII E : 15 Ez 12" ���jjj tik 16" x 2" �"' ` cc: Amelia McCulley �h�l�oA% F CAR .� ' -----. ------ _--. So Higgins IIIIIIII B 8 B Partnershiv Illu 1 / a CO SF u65 -- O C)OE, I4� . APPROXIMATE LOCATION / \ COMBINED UTILITY EASEN FOR VEPCO, CENTEL ' ASCA (D.B. 1327-1/9) I * I- -� SET .��.. ..� APPROXIMATE LOCATION OF 20' BEL AVA1E EASEMENT (U.S.(D.B. 1549-598) i l\ \ \ \1 `lT89'3 4e - T 1 ', COMBINEDUTTIL Is Is y Is. FVEPC FOR VEPCQ CEN r E T ((D.E. 1166-iSM I I II I I I \ r 1 \ \ U. ROUTE 211) RICHM D ROAD VA 4BLE WIDT /W HWY. P.�. XI-200 E. 1168- �\ D. 29-569 D.B. 29-565 = 11 2'3(- R=1 IL". • =242. -- o T-121.9 r _ \ % X--- 4- 60' To Tao couNmr w LIMITS OF AMENDMENI PRESERVED SLOPES MANAGED SLOPES LINE BEARING DISTANCE L1 N89'13'28"E 16.95 L2 S74'50'04"E 22.88 L3 S88'50'19"E 47.65 L4 N89'09'36"E 28.51 L5. S54'27'37"E 21.14 L6: $4514'43"E 25.86 L7 S60'42'33"E 7.93 L8 N75'32'00"W 162.81 L9 S75'32'00"E 58.18 L10 N79'3014"W 46.20 L11 N60'42'33"W 12.51 L12 S79'30'14"E 10.26 L13 S87'07'09"E 40,46 L14 S6211'08"E 19.35 L15 S35'05'12"E 6.74 L16 N75'32'00"W 73.82 L17 S7532.00"E 37.19 L18 S2235'13"W 13.54 L19 N65'16'50"W 25.22 L20 N35'05'12"W 13.75 \ �Iv v 5 0-�-50 1©0 1` SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Street Phone: 434-227-5140 Charlottesville, VA n902 shimpengineenng oom v M.S� ic. 183 �`VSIONAL V' MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD - FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION: 01) 2020.06.15 02) 2020.06.22 [ARBI 03) 2020.08.10 [ARBI FILE NO. SITE OVERVIEW SHEET C2 OF 13 •� I C2' 50 00 FLOODPLAI — - - - — - - - - - - - _ FOL —L350 — — 70 o, titis � \ - � — 350I- /\ �\e�r�MP - IRON I I A A A A\.���- A `\ — ---- / rX DI-=.r=,a-`-^.�- FOUND II, - - PERMANfNT-CON�TRUCTION \ , \ \ - \ `\ `� ,` `\ `` ! !/ - _���-�� --_ / _ / / AND GRADING EASEMENT" - J \ , � \ � \ \ 3) � � � � � --_- �/-.i �— — — — — — EX. DI T 20' PRIVATE' (D.B. 4553-473) , \ \ , \ O \ \ _ — - - - — / — --360 — 1 / 1 �,\ DRAINAGE EASE�T (D.B. � 2 T18'219 PLAT) �\ -� — — — --- .M.78-7 \ / .I ,7C \\ \ \ J, - — — -- -� _ 5.59 ACRES (DOES NOT INCLUDE70 \ ` ` L0 \ \ EIJ VV - - OVERLAPS --OR _ CAPS) t I \ M\ FLOW 1300 RICHMOND LI C-- �3g0 `QD.U.\5L-7 �71. \ V A \ \ v _ --0,�_ 52_72-714 � � \ � � 370 � i �L-FD�k(� TOP -� _ .III -- - / / \ D.B. 201 PLAT\ ---- ) - 1-- --- ------ ----------- D.B. 1168-546 D.B. - 40-37 PLAf \\\ \_\ -- -. --- T-- �i __D-B-2 -569 & D.B. 201-454 PLAT LEGEND i SAN MH 380 _ --- / \ I 1 i EXISTING PAVEMENT / Y 3e0_ -`-, --- SAN MH GRAVEL TO BE REMOVED Y_—y__� _ , -- - - _-- _ PAVEMENT TO ` \ �37 ----- EX. ONE REMAIN / r-------------- _ ` S� I _ _ ` O TORY METAL — _ __---- __--402.^" EXISTING �� /� -—-------_-- _ -_ �v v _ _?v I BLOCK BUILDING#129O / I 1--------- — — _ --__ -- -- ---- -- _ X. M 00 Cq IL Y \ Y EX PAVEMENT TER EX PAYEMENT TBP _ ——� T.M. 78 -9 —r v - zv�80 TCO PARTNERS, LLC D.B. 4710-713 7K III ICI? ' -- —-- F�—= 5 —___ M w _ _ _ _g IIII D� EX. M o� �� / I ---_ `------- A-T z EX. M 4i �� _ Do I — --- 's rn a 1 I I \ _ _ _ — _--_---- ---- Co _ ���D i X �x — ��FF _ — — vD B.339 701 11 EX, GM- 1 ,4 �` / x _X L _ — —400— _� 390- 70 � RU 707 PLAT -� v EX GRAVEL TBR 04 WV"; !-.-x�`=x _x —� V\ ZONED: HC ' X. STEPS TBR y -- IIIII EX. ONE STORY STUCCO - PST Q x. MH W. BASEENT LL--------J 1 I ��� - - --- _t _ - IIII ES(---------j 1 EX. R --- wY ' ��-���, T.M. 785A TOPS CORNER, LC ,B. 4358-684, 688 PLAT ZONED: HC IIVII /BARBERRY , \ -----J ( - - % \ SHRUBS `v �� v --- - TpR2 \ EX. III I' , v X D III�II�// vv vH?iUES PER��� o �� r`I V - , \ TER �--------- ifMPSI€R, �IIIIIII �oy ��lllj Nti° BA ERR � -40 IIIIIIII� I SHR Bs �- 47s o V I J I I °� EX. EOL_AMDS 2' _ J - \ IIIIII IIIII . - / TBR T-' DI � 1 IIII III - - / - —_— - I �IIhIIII X. v-4io W ' �h f OLLY� J BENCHMARK UE V IMAG N IL SE R I I �� IELEVAno =42 oa J : 1 v f i 4 6, g ,L \ Jill III TREE BR z 41IIQ / I W U _ EX.Lo r IIIII L_�.. XLLLL I I SHRUBS EX MH �IIM� o y - EX DI TOP TO x I IIIIII M IIu� � IIII S OP LP E R -- °�� GN R L 0 TBR �"� �../ / EX. ONE STORY STUCCO ------- Jill IIIIII f SEX. MH 11 X. & BLOCK BUILDING 11A - STOP A / 12G1 SIGN \ R\ \ E.G E' -4� x CX. Y X. L� EX DI MA"B.. X. TBR E 5 R \ X ON V UND = TRANSFORMER v II Ip�illl� 15° ;/EX 12" Ex. 15" �'EX. 12" � I � _ ORTION OF BUILDING TB e _ TBR FF qh 7EF / OAK REE oAI ]PEE OAi< RE EX. ---- J-------- SHRUB TBR EX. SHRUBS v TR TBR X DRAIN TBR H = EX. H B X. STEPS TBR R pp IIII IIII `� \ mac'/\ ',`� \ � STOP ` XEL E ENT, Al< ELEATE IOONvv,C A li SIGfv y EX. _ v cENTRA� €LEP oN �co�¢AN� oFv, �'� /. X. ` x- - �, VIRGINIA, EA�EME T (C9B. �, `. --CON WV EX / POL (LF FX. LP EX LP X. LP 5-CON - - EX. P - - EX - TBR- SHIMP ENGINEERING LAND PLANNING! SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Street Phone: 434-227-5140 Charionesville. VA 22902 shimp-engineenng.00m vjilM. s Y Idic. NL 183 �jd�2o w4 `v'Y10 ECG MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD - FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION: 01) 2020.06.15 02) 2020.06.22 [ARB] 03) 2020.08.10 [ARB] EX. TO - SHRUBS -� O �SH_EX. U85 ~� E DI - 3 EX �� ----- � �// " - - - - X. PAVEMENT TBg \ - EX GRID __COVER T0� / - EX --BE REP ACED 3 SHRUBS -- - ---- - _--- r�-=�---1 FILE NO. -_ -- - ---- - - - - - / - - \ I TER. - `'— -- VEMENT TO REMAIN - - \ " - / X' PA EX. SIGN TB j �L dL6 / 19.078 EXISTING CONDITIONS _ EX..—..OHU— �fOkLU OH - _ -42 E 1 �u—uGu _ ` i' 5�I -- _- -- x K THE E 9 i ! 0 _ N89'38'46 W 309,56' _ rL- ,. \N89' 0 pu w ucu - - _._ ! SEX 12' .l ' Ord_ _ &DEMOLITION UN _ » a;GHJj� EEO TEE 1 EIB \ N ovUZ �� NAI OAK TR _ p uw _ t' --_ �- - iIBUR�6M f/ APPROXIMATE LocnrloN OF-[""?sET (owT 1 TER 1 rT��EUTI F�3 —'„ x --\ SHEET C3 OF 13 p0° COMBINED UTILITY EASEMENT f / / 0 I FO VEPCO, C EL AC 1PK TREE WM -�x ` i ONE/`/., /^� / \ FOR VEPCO, CENTEL & / / BEGItyNING I II (D.B. 1168-546)II VAULT yL --�-' - _ _ 30 0 30 60 90 / ASCA APPROXIMATE LOCATION OF 20' I ) i� (D.B. 1327-145) // WATERLINE EASEMENT / (P.B. 1549-598) .i. I o _A 1_,.. __u - Scale: 1"=30' rV NEW GR-2 J - � NEW 42" HANDRAIL CG\ NEW 10' SWIM ACCES- .. I J EASEMENT - 5' PERMANENT CONSTR CTION 'A. - ,..� .• o�.. D GRADING \ 20 P f O II _ D_B. 4553 473) _DP N GE EASE T (D. B. - �_ - - 3619-21 21 PLAT) / � N EW 42" ANDRAILS - N m � W " NEW 42/ ® Q 1 / 1 -0 HANDRAI CV —4.0CIV - 2 18.00' 24.00` 24.00'-18-00' -4 EMPLOYEE/ I / SERVICE SPACES L / EX. SAN MH _LLI -I PROPOSED PAVED 0 �- PARKING AREA � — — — — — Ll ONE P � i EX SToRY METAL EXISTING PAVED o GHT s & BLOCK BUILDING PARKING AREA , 8 1 9 #2 0 ro 00 M m O 3 � 24.19' EMPLOYEE/ El Ex, SERVICE Z) SPAGES NEW 10'x18' o X __X__------ DUMPST R'PAD / WL/0 RETAINING WALL - - IC/0 oo T.M. 78-9 � :K z 5 EMPLOYEE/ R i P PROPOSED s. o o -- - SERVICE w/ g2,.AL Ak1. PARKING AREA - -RAii _x F -:"n�F .Fr"_Nr-F _' --- --- r TCQ PARTNERS, . LL-C SPACES HAND HEIGHT 00, Q RU G a Rglc _ D.B. 4710 713 V - - - NEW 10' SWM ACCESS----. LOADING �P R o M€ T I -D.B. 365/ 5-&9- MRU 57E o 5 o a' nd e NE t� _ — ----- - — — U 25.00 EX. MH_ �ix`w� x. 24.00' D- X `.I',•�' �_—._ - -- x x x x x x x AT } P _ — — — — d P� s X Q o y— x ��o}? Ew srAlRs� o /ROPE - -- `D.B. 3339-701, e' e P — Ex. Ro- � FENCE II��ll ,II EX CM,I - 28 RISERS \ / - `x -x -E� I_P _. \ --_ yiRU 707 PEAT P ` T 70 ZONED: HC o i8.00' 1s.oD' — 0 �X — — _ EX. LIGHT — —� O� L 25 ooNGN WV �' BATTERY BATTERY 7 na_ BUILDING C BUILDING B a �a w AREA AREA --- „__`{ EX SALES r` 0 EMPLO W I o. �- �. SERVICE '� I RETA IN :'ALL NEW SALES & � I SERVICE SPACE 3Q -------- MAX - SHIMP ENGINEERING 2" HI In SERVICE FEE w/ 42 H NI AIL FFE 420.77 TQ j I zIW \' .� LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT 416.35 I��,.. Design Focused Engineering REMAIN SE VICEI SERVICE � I I 6 EMPLOYEE/ 5,766 SF CC PTIO} I RECEPTION 4,850 SF I I SERVICE stz East High Sreet Phone: 434-22]-5t40 FOOTPRINT SPACES�uMPsaEr l AE Chanodemile, VA n902 shim"- gineenngnom FOOTPRINT f 12.00 - �.:'" - I _. x. BO! LAPDS �9.00�. I ..__.- LOADING 21.3T rn ..-. - - --'�- ,. I' I .L p _ T e..B' 11. .00 I I ----- $ -- ---- 3 R T. ALL (5. 24.3 ' ) O MA 25' - H 2 VA MUTCD R7 8 6. ., MUTCD 7 8 � \ BUILDING 00 cd I / L 2 VA � DING 6 AlA 1 W Nt. s ACCESSIBLE. SIGN W/ R7-SG ACCESSIBLE I SIGN W R7-8O o EXISTING PAVED o EXISTING N HC PARKING PLACARD HC PARKING P CARD y- 10 EMPLOYEE / I 1 VA PARKING AREA `t VAN TING SERVICE N IC. 0.45183 SPACES I SPAC ( SERVICE HC C ARKBLE NG ACCESS BLE E APPR - r" b 2� customer - -OD ES a I FF T �i Ncustome� SPACES / MUTCD R7-8 HC PARKING OX SPACE SIGN w/ R�-8O SPACE 404 TO REMAIN h R' a �. �� ` NEW POL ' PLACARD TO BE -.L-L POSTED TDINON_.- _W°L S`SIONAL W� f L - _ EX. - EX.- - - --' EX. LP 10 EMPLOYEE - O O O T.M. 785A- -, ' I II SERVICE DANTOPS CORNER, LC I 20.00' I SPACES ® MAJOR SITE PLAN AMENDMENT D.B. 4358-684, y _ _ _ _ _ BUILDING A2 �'�I ALBEMARLE COUNTY, VIRGINIA ' EXISTING SERVICE 688 PLAT 120 EXISTING DISPLAY SPACES APPROX. LOCATIO7 z8 CUSTOMER FFE APPRQX EX. MH5'17 1300 RICHMOND - _ TO REMAIN (NOT INCLUDED IN NEW SIGN -REFER ` SPACE 1—I I 414.75 TO ZONED: He 2¢72' S ROAD - FLOW PARKING CALCULATIONS) J TO COMPREHENSIVE 1� I REMAIN V _ AUTOMOTIVE SIG PLAN - �� SF FOOTPRINT r �IGN a o o o (24,245 SF EXISTING; L _LX. 13, 705 SF NEW 0 NE Er -O MFOR 1 LP E,,. - MLDC, 2 ERHA G Loaowcu TRANSFORMER FT I 24.14" FOR SPACES I SERVICE `" S PAD SUBMISSION: (SHOW I i REC TION v PLANNING 2020.02.21 \ _?-- ,/- - j �� �• PURPOSES ONLY SHARED REVISION: -_-\ � lam; � o BUILDING A OFFICE� 3 01) 2020.06.15 ALES _ NEW 10' S A CEis 3' .as, L — NEW FE 417BQ� DING SPADE BUILDING A4 2 t` 02) 2020.06.22 [ARB] 03) 2020.08.10 [ARB] 7 CUSTOMS aEAs ME T NEW SALES BUILDING -EX. Q SPACES FF MECHANICAL EQUIPMEN R THER , \ — STOP \\,'xrpo � E 419. �� UTILITY HARDWARE 0 ROOF � - _TPPfP,OX14TE LOCR\TIONOF\, ���SIGN R I 50 SHALL BE SCREENED R PUBLIC7LL\ QN]PL l`ELEPHONE,COMPAN 0 \\\ \\ \\ O •5 VIEW TO THE REAS ABLE ,VIRxGINIA, EASEMENT (b B. \ \ \ 23.55' W % - � ' SATISFACTION OF THE AGENT WITH -- - - -- H __ J I '" ,N MATERIALS HARMONI S WITH THE iLP, Ex. EX. 'EX.- X. LP _ -72 BUILDING OR TH -SHALL BE _ Ls EXISTING _ LOCATED SO NOT TO BE r ' 4 9. 0� VISIBLE FRO PUBLIC VIEW APPROX. LOCATION NEW SIGN CUSTOMER I 11 EXISTING DISPLAY GG- ._ �EXISTI NN� :< REFER MPREHENSIVE SIGN PLAN I S_PACE_S I -- ----- L_ -_ J SPACES TO REMAIN (NOT - - DISPLAY & 'R I INCLUDED IN PARKING rs EXISTING CUSTOMER SPACES FILE NO. PACE _7 EMPLOYEE/ 30.0 CALCULATIONS) LVAPAKIACCE SPACE �s�^ 1.,9.078 !�i Oo I SEA E I I O 6. _ F--O C- C4 C n 0 SPA ES 'P - G- S. -12 SITE PLAN o G _ o O U - 0 C�HU OHI� OHU 5.0 N89'38'46"=W 309.56' 16 � IN �� ZG APPROXIMATE LOCATION OF 115 FT TO 184 FT T0� - -1 OHU �- _� SHEET C4 OF 13 �450 FT TO COMBINED UTILITY EA / COMBINED UTILITY EASEMENT PANTOPS ALTERNATE SITE ALTERNATE SITE FOR VEPCO, CENTEL & ACSA WM -CG�-72 ONU ENTRANCE ENTRANCE �' /^� \ FOR VEPC0. CENTEL & CORNER WAY (D.B. 1168-546) VAULT2 1AN ET �- ' 30 0 30 60 90 ASCA APPROXIMATE LOCATION OF 20' AND C UNTRYN � _-Vl.v _ (D.B. 1327-145) WATERLINE EASEMENT L NE S (D.B. 1549-598) -4 --- MUTCD R - -- Scale: 1"=30' ry 100 FLOODPLAI _ _ -� Q F - -- ----_ -- - - - - - - - - - - - - IRON 44 �-\i UND TOP OF 6 FT DAM / - — ---- --- SLOPE - --� \� \`� -NEW GR-2 8 \ V �\ v A \ TENTION POND 40 _ / CIO 350 � _ � � \ � � \ \ SRASEL RA T G \ 6\ \\ \ \\\ \ \ �\\\ \\ \\\ \\` \ APPROX. 5.-0 SF F2 �ji... /. / �_ - wl / 0 \ 48" CMP RISER o _ x NEW \ HANgIIR, IL �. \ \ 5 \ v A V .KJ .ICJ 81 I I \A \\ �NEW 10 SWIM E EMENT - - --N..� IR N mi-.n�, TSN . Li N-CONTR CIO DEG EASEM j NoFO NDRI -46 EXI CO (D.B. 4553 73 0 0 -360 _DR GE EASE T (D B � 21 PLAT 56 _ 6 - I \ 3 vv150 v - HANDRAILS 0$ \ �\ * \ \ \ �� co ------------------ ONNECT TO NEW " PROPOSED G HANDRAI P6 v v v n ROM SDP2018-8 00 M s - -_ -- -370 90 \ \ \ 370 CONVEYANCE MEETS \ \ \ \ \ \ \ \ \ \ / -CHANNEL - Alb-F-006D- Al. PROTECTION EST - REQUIREMENTS t11R _- �---RIP - _._------------ -'RAP AT OUTLET I a i( �� �� \� �� �� \`�\ - --- OF�1 A5 FT �\ 1 I I E 5AN MH------- --- _ .\380 / 'F�NIMUM WIDTH-" h I I 6 390_ ``- �\ _ --- I I, �i EX. SAN MR - -- - V I I 6 e EW 4 3 - II I EX. ONE STORY mr B o I DI-3A Hr 6, -` --- _ _ I & METAL 02 " o a G -- - \ BLOCK -a -� BUILDING `--_ ' #1290 _ r f - A2 tVEN( MFI I �� ,, .B 88 ---- / /� B 12 -- h P&E ERVED oi OR � /—Oq. --- ° - \ -._ T10N OF ----- \ t - _ - - ----_ �- -- --- -- / 1 \ w _ SLOPE STURBED l I 2a a9 3 w IS LESS THAN 2�i\ �Q \.. - - - - T I'1 T.M 0 ,;..: w w_„ - "'�� A EW 12' `�� 'Fv_R� Nv(;F- - `�`"J-�sx u� x-.x��— —_ �j.PARTNERS, A 7E 9 29�53 _—_.—� 8 - NEW �4 ,m _ --- _: w�1, w DI 3c • {.i�___x—=x — ^�.�,I A pv �TC-O PAR TN ERS,. LLC Z E \� _ ' eon% 2, �w �w oQ = " —mow 1D' s- wrJASECEMss� -- - _ D.B. 4710 71 3 d 1 `' �° s ` - _ D.B. 3657 a69 THRU 57E I I z EX. MH a - o /� - - - -- O/ =- P _ 4 �--- X. 'OL W 1�.1 WM - - L �`-. --h X� X - - III 41 O EX. MH_) H .� _ NEW 6' A _ _ _ y- x _. y -�" �. - _ _ a T -v —` --r �r �. ---- V' 1✓-- pC \\ 12 �5" HOP E - E FH x- --- ---.-R� FF ll- �I_ _ - _-- - - - o: D.B. 3339-701, - ¢ - - tl 10 NEW FDC Q, _ 99 / - x6x TEE _ ----_- ---_ --_` - -__-390-/_ _ _ - �, SO TiI dl_ - _ — _ 70_ Ru 707 PLAT N� STAIRS Z 1' CO - �f_ - - - X I,_� 28 RISERS `\ OQ - a I I.STOP _-max-max LP - �400- _ _{. - __ ZONED: HC ` — — 1 X }—„('. = FX �fi �-�-�� — -- `�., _ Z0 WV ---,-=_x _a -PAL - -_ -X. MH Y BUILDING C- III1�1 ' EX SALES & �- 4 p BUILDING B---- W r / _ RE Al�lm:� :�aLL. l I 15 � y � EW SALE & _ \ ItK Max I- v: 3'I''I��I/ SERVICE SE ICE FFE` -- ww 1 W/ 4, r N AIL // FFE 420.77 TO 2 > 2v v 1s ` '� 3 x p 41 U.35 \ REMAIN vl E }v \1 s 2VICE EC 0RECEKtON vv ------ A�FR.` DI \ _ _ I ;EX. BO!LARDS-._-�- I 17 U �' I I I I 4¢6 I u, \ WALL I o M� IQ 5' BUILDING Al w c.+ v v 1�1 v N 3� �, �`� EXISTING SERVICE _ FFE APPRQX N 404 TO REMAIN xCD » I L I d \ I / - - a T 1( � § v CX. I_P Ex. - EX. LP H o o o ¢ NE MH 3 - -- jpJ{� 3I� TOP D 1 3 0 1 1 - -- j 14 �14 BUILDING A2 EXISTING 73 SERVICE � �4�0 x k 1p°" FFE APPRQX 414.75 SEX. MH 1s ' T — --' — — I REMAIN Q I'; 4 78� SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Sheet Phone: 404-227-5140 Chanodesville, VA n902 shim"- gineenng oom v M.S 1c. 0. 45183 16 IIbj2o �r O l� F�SSIONAL V' MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD - FLOW AUTOMOTIVE .IIIlu I N P EX DI 1 � I Cd LP Ex. t -. MA1"LB('I- -0- � v ---- SERVICE _ �� SUBMISSION: IIIIIi�i _.- i I 00v1 REsTID� SHARED 2020.02.21 / 1 0 3 �- --_ —� BUILDING ARED--- REVISION: -- - - IIIIIp1�,,' A� �� �. L _ NEW SALES BUILDING OFFICE 1� l '� 01) 2020.06.15 I NEW ,o' SVk As MEAT 6 FFE 417.00 SPACE �- BUILDING A4 �\ 03) 2020.08.10 [ARBI �iiNEW 1" w 3 �v rsaw 3 NEW SALES LES BUILDING I� / A LD1NG vv STOP Ih I I \ \ n' 1 ---- FFE 419.50 III I y v �, vt ,PP ,.oxl rE oc TION.oF � / � slcN 'ENTR�AL TELEPMONE\,CUU �AN\Y 0 \ \ i\ w w rn - x \�� / V A vlA�wiA EA EMENT {b e. v\ v' V �,, ` w w 16 T6 / 1 w 10 ( EX._ P EX. -0L_P €X. LAP EX DI Q2 W DI-7 T �' �" `� L�, J 16-�--- c S'slei - - 200 1 19 � FILE NO. °j xQ a ��------- -- \ — s— 19.078 rns—c.s— = 1 --y- -- - — I (\ -.. I� / L y .tip -- - - -4 GRADING &UTILITIES n_NI-�.(T;iTl_---- .111. ail. - �IJI - - - D3 ti--0- - ---V l / �Itt: 0 0� 20 - •� i -_ � - vH O �,' ,u', J cc .u. _ iOH�x: , ,.� u:u— -DT-4 • ---_N89'3846" W 309.56' - x239`'4644"" GV �. i APPROXIMATE OXI ELOCATIONOii /i OHS SHEET C 5 OF 13 COMBINEDUTILITY ENT / \ - 30 0 30 60 90 FOR VEPC0. CENTEL & ASCA // APPROXIMATE LOCATION OF 20' / (D.B. 1327-145) / WATERLINE EASEMENT I I 2,850 SF PER IWP-2 MILL & OVERLAY APPRQX. / /j//jig \ Y�+,� / (P.R. 1549-598) I 670 SF PER WP-2 0 \ uu r1 ";N'=^'� Scale: 1"-30' C 5 60 100 FLOODPLAI \ ND -- APE NT-601JSIH \\ • ,\ �. �� \\\�� �\ ��\ \�\\�� ��---_ O _ D GRA G „Ri (D.B. 4553 673 \\ \\\ \\ \ W \ 9 \ \ \ \ \ ONNECT TO PROPOSED G Pd v v v \ ---- ROM SDP2018-8 \ 6b \ \ \ \ \ \ \\ \ _ - _ _ - \ 9 , \ , \ \ 3,n00 SF EXISTING\TR CANOPY TO BE - - vv s \ v v \ vv y CO�SS�R�IED. PROTECIT�CE ftJG BE 0' \ L E PPR Y T1— \ �P\ AC D� Q'aD QED B _ � 9p \\ \V INSPECTOR -PR OR\TO GRADING. j 370 / \ \ 380 / < \ i W —_ o--- O O - cc t - - v TREE -PRO. w // -FENCING -- / 00 404 � 9Cq g \ / L - - - - - - - \. ,`°o / 4 -- - - ORTION OF --- °' PiRE5ERVED SLOPES-MSTLRBED IS LESS THAN 2-5-%— \ LANDSCAPING REQUIRED: STREET TREES (32.7.9.5): LARGE SHADE TREES (2.5" CAL.) - 50' O.C. PARALLEL TO ROAD (540 LF) *ENTRANCE CORRIDOR DESIGN GUIDELINES REQUIRE 3.5" CALIPER TREES 35' O.C. W/ FLOWERING ORNAMENTALS INTERSPERSED* REQUIRED: (540/50)+1 = 12 LARGE SHADE TREES; (540/35)+1 = 16 TREES FOR ENTRANCE CORRIDOR PROVIDED: 6 LARGE SHADE TREES, 35' O.C. W/ 14 ORNAMENTALS INTERSPERSED 10 NEW SMALL DECIDUOUS TREES, 25' O.C. (UNDER. UTILITY LINE) W/ 10 ORNAMENTALS INTERSPERSED TOTAL 6 LARGE SHADE TREES, 10 SMALL DECIDUOUS TREES, 24 ORNAMENTALS. INTERIOR/PARKING LANDSCAPE (32.7.9.6): 5% OF PAVED PARKING AREA. 233,216 SF X .05 = 11661 SF REQUIRED 11,661 SF PROVIDED: 15,855 SF (demarcated by dotted datch) 1 LARGE OR MEDIUM SHADE TREE PER 10 PARKING SPACES OR PORTION THEREOF. 242 PARKING SPACES + 134 EX. DISPLAY SPACES (376 / 10 = 37.6) REQUIRED: 38 SHADE TREES PROVIDED: 7 EXISTING SHADE TREES 31 NEW SHADE TREES SITE REQUIREMENT (32.7.9 8): 10% CANOPY REQUIRED. CANOPY CALCULATED FROM PLANT MATERIALS EXCEEDING 5 FT AFTER 10 YEARS OF PLANTING. SITE AREA 579,250 SF x 10%= 57.925 SF CANOPY REQUIRED: 57,925 SF CANOPY PROVIDED: 43,000 SF EXISTING CANOPY PROVIDED 16,917 SF NEW CANOPY PROVIDED (shrubs not included) NOTES: TOTAL 59,925 SF CANOPY PROVIDED 1. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned minimally and only to support the overall health of the plant. 2. All landscaping and screening shall be maintained in a healthy condition by the current owner or property owners' association and replaced when necessary. Replacement material shall comply with the approved landscape plan. 3. All new planting shown on the plan will be completed after building and road construction to avoid tree planting damage. 4. All disturbed slopes 3:1 or steeper to have low maintenance ground cover. 5. Any existing tree proposed to remain shall be replaced in kind if negatively impacted by improvements associated with this project. MAINTENANCE: • LOW MAINTENANCE GROUND COVER -The best time of year to mow is during the fall through late winter. Mow on a three-year cycle where 1/3 of the area is mowed each year. Do not mow during the spring or summer months because of the nesting season. When mowing, cut grass no lower than 6 inches and allow stubble to remain until spring to help insulate plant roots and provide cover for wildlife. If native warm -season grasses are cut lower than 6 inches during the octive growing season, the stand will be reduced significantly. o w _B5 • - ro IN S I z _06. w �W h� w �W W �. _ �W:-1__— .�W 10' SW AC I T— All .� — Nt �,��. i r PI'I —z EX. MH -- 1 , q N _ _ o P y w�-_- II r410- J EX. MH X. PO[ \1 _��. — _ - x - "_ - a- 02 1 - to 3� - _—� -.ZONED -R ry�c FFP1C€- �I D- _I I EX. GM / — x L'.._ THU 707 PLAT x 400_ N _ HC - _ ---_ _ JJL__U 3w 16 X. y 1 v v \ — — V A — AD I I 0 _ 0 SEX. L.I,LiARiJS I I T.M. 785A DANTOPS CORNER, LC D.B. 4358-684, 688 PLAT ZONED: HC PROPOSED LANDSCAPE SCHEDULE Plant Min Total Can Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Height(ft) SF Canopy in 10 Yrs SF t Large Deciduous Tree Liriodendron tulipifera Tulip Poplar 2.5" 7 37 387 2709 0 Large Deciduous Tree Platonas acerifolia London Plane Tree 15" 7 30 368 2576 17KICk Medium Deciduous Tree Cladrostris kentukea Yellow wood 2.5" 10 24 289 2890 Sf Cercidiphylum Medium Deciduous Tree Katsuratree 2.5" 7 28. 222 1554 japonicum Cb Small Deciduous Tree Carpinus betulus "Fastigiate" Pyramidal European 6-8Ht. 10 17 69 690 Cb Hornbeam 0 Flowering Ornamental Cercis canadensis & cvs. Eastern Redbud 6-8' Ht. 10 17 124 1240 TC Large Deciduous Tilia cordate Greenspire' Littleleaf Linden 2.5" 8 16 249 1992 � CV * Small Ornamental Cratoegus viridls 'Winter "Winter King. 6-8' Ht. 8 16 184 1104 King" Hawthorn Cf Dogwood Flowering Ornamental Cornus Florida 'Appalachian 6-8' Ht. 14 15 128 1792 Spring' Bn Bn Medium Deciduous Betula nigro Dura Heat Birch 6-8' Ht. 2 13 45 90 �PC Deciduous $nfUo: Hydrangea quercifolia Oak leaf Hydrangea 2' Ht, 10 7 28 280 9 Deciduous Shrub Fothergilla gardenii Dwarf Fothergilla 2' Ht. 39 3 10 390 IV Deciduous Shrub Itea virginica 'merlot' Sweetspire 'merlot' 2' Ht, 49 3 6 294 C y:, 1g Evergreen Shrub Ilex glabro Inkberry Holly 2" Ht. 34 6 23 782 Low Maintenance Ground Low Grow Fragrant .� Cover Sumac Interior Landscape Area TOTAL SF: 18383 T Jill vII. 3'1; ;�TT I . I 416 � �� � I� o �II _ o f 12 ll — F..X: LF � ' � EX, 'LP p C x i� 4 — OAK RF.F h i I ;EX 18 . j CAI T CI l. I 7iAK TREE �� �CAK I TREe' o I % 14 I14 / IBEX. MH 16 / I 3 , q \ L,N E., LP. 0 % � � ,� 'r} FUND 76 -- c` SEAS ME EX. \ STOP �.PP,,.OX14TEvTOC�TIONv�OF� CENTR�4L TELCPIH ONE'X COJJ�AN� 0 V \ /\-b �o W w w - ---- / i VIR IN6 EASEMENT {CXuO. A A r �_ r S o' -PO (LP Ex. EX. I_P T EX. LP SHRUBS -o- rr, /, EX. ~� <. E O 15 K TREE EX OA 12" " TREE EX. GA iREF C,A PE� �/ SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Sheet Phone 434 227-5140 Chadodesvllle, VA n902 shim"- glneenng oom v M.S ic. 183 F�`VSIONAL V' MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD - FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION: 01) 2020.06.15 02) 2020.06.22 [ARB] 03) 2020.08.10 [ARB] 19.078 - • - • .: v - • • _ - � \a �'��� f�1��' `� ap / 1�'r�;ILlll , r,. _ • �1��1�) -- �; ° - •. ��ar _...,_I�r�� � \T�IZ'J••�� stn �x ,s'- °�.u� •�. �'.'t �. �;'7 o .� �+'rs ���'! erg 1 SHEET C6 OF 13 C61 SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY OR AS DIRECTED BY LANDSCAPE ARCHITECT. MULCH 2" DEEP IMMEDIATELY AFTER PLANTING AND WATER THOROUGHLY. PLANTING. PIT. PREPARED SO SOIL SURFACE ROUGHENED TO BIND NEW SOIL SHRUB PLANTING DETAIL C1 1 Not To Scale SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPACING. ARBOR TIES, OR SIMILAR 1-1/2" SQ. OAK STAKES SET 180 DEGREES APART FINISHED GRADE APPLY 2" OF WOOD CHIPS AFTER PLANTING AND WATER THOROUGHLY 4" COMPACTED EARTH WATERING BERM EXISTING GRADE PLANTING PIT. SEE SPECS FOR EXACT REQUIREMENTS, PLANTING SOIL, AND PLANTING SOIL AMENDMENTS. REMOVE BURLAP & STRING FROM TOP 1/3 OF ROOT BALL UNDISTURBED SOIL TREE PLANTING DETAIL C7 Not To Scale 9 County of Albemarle Conservation Plan Checklist —To be placed on Landscape Plans (Handbook, pp 111-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: m Trees to be saved; ® Limits of clearing (outside dripline of trees to be saved); ® Location and type of protective fencing; ❑ Grade changes requiring tree wells or walls; ❑ Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: ® All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ® No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: ® Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Emdoment Operation and Storage: ® Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: 91 Such devices shall not adversely affect trees to be saved. 6. Fires: ® Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: ® Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ❑ Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: ❑ When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Wails: ❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: ❑ When trenching is required within the limits of clearing, it shall be done as faraway from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: Ca Protective fencing shall be the last items removed during the final cleanup. 13. Damneed Trees: la Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. CONTRACT PURCHASER SIGNATURE SET SHRUB PLUMB. TOP OF ROOTBALL SHALL NOT BE MORE THAN 1" ABOVE FINISHED GRADE REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL 3" TALL WATERING BERM ED GRADE (DATE) 5/1/06 Page 1 of 1 1992 3.38 Source: Va. DSWC Plate 3.38-2 III - 401 TREE PROTECTION FENCING M N THAT THE STREAM WAS RELOCATED AT THIS CT 1 CORNER BY VA. DEPT. OF HWYS. NO CD �1EVIDENCE OE THE ORIGINAL STREAM LOCATION EXISTS. o, THE CORNER PROPERTY LINE SHOWN HERE ON Z IS TO THE CENTER OF THE EXISTING STREAM. 4i (3 T.M. 7858K JAMES A., JR. & PEGGY W. DET D.B. 3713-419 D.B. 2700317 PLAT D.B. 391-296 PLAT \ `\ D.B. 201 —455 PLAT nQ o ZONED: R1 O�L/ \ \\ \ \ \ \\ VAT\ C C \ M o 41 n � ..._..._ \ \ ` OF VIRGINIA EAtE T D' / FOC APH COMPANY i----- `\TELEPHONE AND ���— AMERICAN 980=483) OCATIC —� 20' SAN ONNECT TO PROPOSED GRADIA ROM SDP2018-81 cc �0— � 04 —410— 340- \� 44 �t r. AEI 5rri 2.1 SLOPE — — -- 40 — 56 60 SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Sheet Phone: 4M-227-5140 Chanotlesville, VA 22902 shimpcngineenng =m G1 SIB ic. a.45183 � h"l2o SIONAL 10i MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD - FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION: 01) 2020.06.15 02) 2020.06.22 [ARB] 03) 2020.08.10 [ARB] FILE NO. 19.078 LANDSCAPING DETAI 3 TREE CONSERVATION AREA C7 SCALE: 1"=30' SHEET C7 OF 13 C7 + .0 + .0 + .0 +0.1 +0.1 +0.1 +0.3 + 4 0.5 + +0.8 +0.6 + +1.2 +0.8 +1.6 +0.9 + 4 +2.1 +1.0 +1.5 + +1.0 +1.5 +0.8 +1.3 +1.9 +0.7 +1.0 +1.4 +0.6 +0.8 +1.0 +0.4 .5 +0 6 +0. +0.2 +0.3 +0.3 +0.1 +0.1 +0.0 +0.0 + +0 0 +0.1 5 +1.0 +1.6 +2.3 +3.0 +3.5 +3.3 +1.3 +0.8 .5+0.2 +0.1 +0.0 5 + 0 0 + 0.1 -+(6 6 1.4 + 2.2 + 3.0 4.0 + 4.9 + 3.5 + 2. + 1.8 + 0.3 + 0.1 +0.0 B- 0' + 0 1 + 0. + 8 + 2.2 + 2.9 + 3.7 + 4.6 + 6 + + 4.1 + 3.3 + 2.5 + 1.7 � + 0.1 + 0.1 +0 + .2 +1 5 +3.1 +3.5 +4.0 +4.6 +4.9 +4.8 +4.3 +3.7 +3.2 +2 5 +0.8 +0.1 +0.1 + 0. .� + 9 + 4.3 + 4.2 + 4.0 + 4.1 + 4.3 + 4.2 + 3.9 + 3.9 + 3.9 + 3 7 + 1.5 'D.2 + 0.1 + +0.8 + 9 +6.4 +5.1 +4.0 +3.6 +3.7 +3.7 +3.7 +4.3 +5.3 +5 8 +2.5 0.4 +0.2 b + 1.6 + 3 + 8.6 + 6.1 + 4.1 + 3.3 + 3.4 + 3.3 + 3.6 + 5.0 + 7.2 + 0 + 3.4 + 0.8 0.3 D-12 @ 20' D 1 @ 20' + + 1.5 + 8 + 8.4 + 5.9 + 3.9 + 3.1 + 3.1 + 3.0 + 3.5 + 5.1 + 7.7 + 1 + 2.9 + 0.9 + 0.3 +0. 5 +0.8 + .2 +5.8 +4.7 +3.7 +3.2 +3.3 +3.3 +3.5 +4.6 +6.1 + 1 +1.5 + .8 5 +0.3 +0. .4 + .6 +3.9 +3.7 +3.5 +3.5 +3.6 +3.6 +3.6 +3.9 +4.3 + 8 +0. +0.3 +0.2 +0.1 +0.1 + 0.1 + 0 + .4 + 2.8 + 3.1 + 3.5 + 3.9 + 4.1 + 4.1 + 3.8 + 3.5 + 3.3 + 0 5 0.4 + 0.2 + + + + + 0.1 0.1 0.1 0.1 0.1 +0.1 +0. 48 +2.0 +2.6 +3.3 +4.2 +4.8 +4.6 +3.9 +3.2 +2.5 +1 2 +0.3 +0.1 +0.1 +0.1 +0.1 +0.2 +0.2 Symbol Label Quantity Manufacturer Catalog Description Lamp Filename Number Lumens Per Light Loss Wattage Number _Lamps Lamp Factor F-1 B 7 Gardco by Signify ECF-L-80L -900-WW- EcoEorm Area LED - Large, 80 LEDs, (5) LEDGINE SLID LIGHT ARRAY(S) ecf-1-801 -900-ww 1 Absolute 1 224.9000 G2-5 3000K CCT, TYPE 5 DRIVEN AT -g2-5.ies ❑ OPTIC, No Shield 900mA C 2 Gardco by ECF-L 80L EcoEorm Area LED - (5) LEDGINE SLID ecf-1-801 1 Absolute 1 224.9000 ❑ Signify -900 WW- Large, 80 LEDs, LIGHT ARRAY(S) -900-ww ❑ G2-3 3000K CCT, TYPE 3 DRIVEN AT -g2-3.ies OPTIC, No Shield 900mA D Gardco by Signify ECF-L-80L -900-WW EcoFOrm Area LED - Large, 80 LEDs, (5) LEDGINE SLID LIGHT ARRAY(S) ecf-1-801 -900-ww 1 Absolute 1 224.9000 G2-4 3000K CCT, TYPE 4 DRIVEN AT -g2-4.ies ❑ OPTIC, No Shield 900mA D Gardco by ECF-L-80L EcoEorm Area LED - (5) LEDGINE SLID ecf-1-801 2 Absolute 1 224.9 Signify -900-WW- Large, 80 LEDs, LIGHT ARRAY(S) -900-ww F-1 F 32-4 3000K CCT, TYPE 4 DRIVEN AT -g2-4.ies OPTIC, No Shield 900mA +0.1 '0 7 + '2 4 + + -4 Q + . + 0 +3.9 +3.0 + + 1 +0.2 +0.2 +0.2 +0.2 +0.3 + .4 +0.3 +0.2 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0. Notes: STATISTICS: +0.2 + + + + + +. + + +3.9 +2.9 +,.9 +,. +0.6 +0.5 +0.6 +0.9 +0.8 -�)A +0.2 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 +00 +0.0 + .0 +0.0 +0.0 +0.0 +0.0 1. Existing lights on site are shown with label "A". Existing lights are at 15 ft height Average = 2.3 fc with 40OW metal halide bulbs. Some existing lights exceed 0.5 fc at the property Maximum - 28.3 fc + + + + + + + + + + + + + + + + + + 0.2 .5 1.1 1.8 2.5 3.3 4.2 4.5 4.2 3.5 2.6 1.9 1.3 0.9 1.0 1.3 1.9 + + + + + + + + + + + + + + + 2.6 2. 0.2 0.2 0.2 0.3 0.4 0.3 0.1 0.1 0.1 0.0 0.1 Q 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 I line. Minimum - 0.0 fc .5 .5 2. New lights to be mounted 15 or 20 ft, including base, as specified on the plans. +0.1 + + + 2 +3.9 +3.2 +2.4 +1.9 +1.4 +1.2 +1.3 +1.8 +2.9 +5.0 +8.0 � �. +2.2 +1.0 � 0.5 +0.7 +0.8 +0.8 0.6 +0.3 +0.2 +0.1 +0.1 +0.1 +0.1 0. 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +I 3. Each outdoor luminaire equipped with a lamp that emits 3,000 or more initial lumens shall be a full cutoff luminaire and shall be arranged or shielded to reflect 0.1 66 1.3 2.1 2.9 + + + + + + + + + + + + + + 3.7 4.3 4.4 4.0 3.3 .6 2.0 1.6 1.5 1.8 2.3 3.3 5.1 7.2 8.5 + + + + + + + + + + + + + + + + + n 7.4 4.6 2.8 1.8 1.3 1.3 1.3 1.2 1.2 1.2 1.0 0.7 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 I 5 light away from adjoining residential districts and away from adjacent roads. The +0.1 +0.6 +1.4 +2.2 +3.2 +4.3 +5.5 +5.2 +4.3 +3.5 +2. + +1.8 +1.9 + .2 2.7 +3.3 +4.3 +5.1 +5.7 +5.6 +4.5 +3.4 +2.6 +2.1 +1.9 +1.9 +1.9 +1.9 +1.9 +1.8 +1.2 +0.9 +0. +0.4 +0.2 +0.1 +0.1 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +f 0,5 FOOTCANDLE CONTOUR spillover of lighting from luminaires onto public roads and property in residential or + + + + + o'+ + + + + + + + + + + + + + + + + + + + + + + '0. '0. + '0. + + + + + rural areas zoning districts shall not exceed one half footcandle. 0.1 1.3 2.1 3.1 4. 5.8 4 4.1 3.3 2.7 2.4 1 1.9 2.4 3.0 3.6 4.2 4. 4.0 3.3 2.8 2.5 2.5 2.6 2.8 2.9 2.7 2 1.6 1.1 .8 $ 0.2 1 1 0.1 1 +0.0 0.0 0.0 0.0 0.0 I _ 4. Existing lights on site vary between 3000K-6000K color temperature. All new +0.1 0.5 +1.2 +1.8 +2.6 +3. +4.2 +4.1 +3.6 +3.1 +2.7 +2.6 +2 +2.5 +2.3 +2.0 +1.6 +1.8 8 3.9 +4.7 +4.7 +4.1 + . + 2 +3.0 +3.3 +3.6 +4.1 +3.8 +3.0 + 0 +1.3 0.9 0.5 +0.1 +0.1 +0.1 +0.1 + + + 0.0 0.0 I light fixtures or bulb replacements to have 3000K color temperature. + + + + + + '2. + + + + + + + + + + + + + + + + + + + + + + + + '0. + + 5. Provide light gray, square pole for proposed fixtures to match existing. 0.2 � 1.0 1.4 2.0 2. 3.0 3.0 9 2.8 2.8 2.7 3.3 2.6 1.8 2.0 2.2 3.1 4.4 5.3 4. 4.1 3.6 3.4 3.6 820' 3.3 2.3 1.5 0.9 .0) 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 1 0.0 I + + + + + + + + + + + + + + + 20"L + + + + + + + + + + + + + + + + + + + 0.2 .5 0.8 1.1 1.5 1. 2.1 2.0 2.2 2.5 2.9 .5 4.3 5.3 3.2 2.3 4.3 .8 1 3.4 3.5 .2 2.3 0. 0.2 0., 0. 0.1 0.1 0.1 0.1 0.1 0.1 0., 0.1 I - @ 20' +0.2 +0. 5 +0.7 +0.9 +1.1 +1 3 +3.5 +5.7 +4.6 +3.3 +2.4 + . + . + . + . + . + . +4.3 .9 +3.5 +3.3 +3.3 +3.5 +3.7 +3.6 + 9 +2.3 +1 5 +0. .5+0.2 + .1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +1.., +0.2 +0.3 +0. +0.6 .7 +2. +3.7 + +3.8 +3.0 +2.2 +3.3 +3.2 +3.2 +3.3 +3.4 +3.5 +3.2 +2. +2.1 .5 +0. +0. + .1 +0.1 +0.1 0.1 + + *0.1 +0.1 +0.2 +0.1 +0.1 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.2 +0.3 +0.3 +0.3 + +2. +3.0 + + + +2.7 +2.8 +3.0 +3.3 +3.4 +3.4 +3.1 +2.6 +2.0 +1.5 +01 D.5+0.2 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.2 +0.4 + `0.3 +0.1 +0.1 +0.1 0.0 + . + +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0.2 0.2 +0. 3 +0. 3 2.1 2.2 2.5 2.9 3.5 3.9 3.9 3.5 2.8 2.1 '1. 5 0. 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.7 1.0 +1. 1 1.2 1.0 A.3 0.1 0.1 0.1 +0.0 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 SHIMP ENGINEERING 0.5 +0.2 +0.3 +0.3 +0 +1.6 +1.7 +2.2 +2.9 +3.6 +4.4 +4.5 +4.1 +3.2 +2. +1.5 +0. .5+0.2 +0.2 +0.2 +0.2 +0.2 +0.2 +0.2 +0. +0.6 +1.1 +1.5 +1.9 +2.1 +2.1 +0. +0.2 +0.1 +0 1 +0.1 +0.0 +0.0 +0.0 + +0.0 +0.0 .0 +0.0 +0.0 LAND PLANNING i SITE DESIGN i CIVIL ENGINEERING i PROJECT MANAGEMENT Design Focused Engineering + + + + + +0. + + + + + + + + + + + + + + + 0.3 0.3 0.4 0.4 1.1 + + + + 3.2 .2 1.5 0.7 0.3 + 5+0.6 + + + + + + + 1.0 1.5 2.1 2.8 3.3 3.6 1.2 '+0.2 0.2 0.1 0.1 0.1 +0.0 0.0 .0 + + 0.0 .0 + 0.0 + 0.0 912 East High Sheet Phone: 4M-227-5140 1B-1 @20' .5 Chadottesviiie, VA 22902 shimp-engineenngcom + + 5fi + + + + + + + + - + - + - + + + + + + + + + + + + + + + + li + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.3 0.4 - .5 0.6 0.6 0.7 0.7 0.9 0.9 0.9 1 1 .9 1.0 1.0 99�i:8--0T80.70 1.6 2.3 3.4 4.5 5.5 5.8 4.3 3.1 2.1 1.5 0.9 0.6 0.8 0.9 1.0 1.0 0.9 0.9 1.1 1.6 2.1 2.8 4.0 5.5 6. 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 +0.4 + .5 +0 +0.7 +0.8 +0.8 +1.0 +1.1 +1.2 +1.2 1.3 +1 +1 +1.4 + .4 +1.3 +1. 1.3 +1.2 +1.3 +1.1 +1.1 +1.0 +1.2 +2 +3.2 +4.3 +5.2 5.7 +3. +1.9 +1.3 +1.1 +1.1 +1.3 +1.5 +1.6 +1.6 +1.5 +1.7 +2.0 +2.5 +2.9 +3.8 +5.4 +7.8 +1 .1 +0.0 +0.0 + .0 +0.0 0.0 0.0 0.0 El -10 @ 20' + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I 0.4 § 0 1.1 1.2 1.3 1.4 1.8 1.9 2.0 1.7 1.7 2.1 1.8 1.6 1.7 2.0 1.9 1.9 1.6 1.4 1.7 8 4.4 5.2 6.2 6.6 5.9 4 1.6 1.2 1.3 1.6 1.9 2.2 2.4 2.4 2.2 2.4 3.0 4.4 6.0 8.4 1 .6 0.0 0.0 0.0 +0.0 +0.0 0.0 0.0 WALL MOUNTED FIXTURES -- _ _ o +0.4 0.5 +0 +1.4 +2.0 +2.2 +2.3 +2.7 +3.6 +3.6 +2.7 +2.6 +2.7 +2.7 +2.7 +2.6 +2.6 +2.5 +3.0 +3.6 +3.2 +2.5 +2.3 +2.7 +3.8 +4.9 +7.0 +9.6 +10.2 +7.7 +5.2 +3 0 +1.5 +1.2 +1.5 +2.0 +2.6 +3.4 +4.0 + .9 4 +3.3 +3.7 +4.0 +4.4 +5.2 +6.1 +7.1 +7.6 +2.5 p . +0.0 +0.0 +0.0 +0.0 +0.0 0.0 0.0 U M.s a' +0. + + + + + _ iC. o.45183 3 0 1.2 2.8 4.6 4.9 5.5 5.6 4.8 4.6 4.5 2.8 2.4 4.1 4.7 4.7 5.3 5.4 5.4 4.5 4.1 9.3 16.3 1 7.8 10.1 5.6 .8 1.1 1.0 1:5- Z. 3.4 5.0 6.5 6.1 4.7 4.1 4.1 4.7 5.7 6.8 7.0 6.4 5.2 2.1 1 Z 0.0 0.0 +0.0 + .0 .0 0.0 0.0 � �D-8 L I +0.3 0-4 +1.1 +1.9 +5.5 +6. +8.0 +4.2 +5.3 +7.1 +7.2 +4.0 +2.0 +1.9 +2.9 +7.6 +6.4 +6.8 +3.5 +5.9 +6.6 7.6 +3.6 + 4 +5.7 +11.0 +23. + .0 +1.7 +1.0 +0.6 +1 A 1.9 +3.8 +6.5 +9. +8.5 +5.5 +4.2 +4.3 +5. +7.2 +9.1 +8.6 +6.4 +4.0 +2.0 + .1 0.0 0.0 +0.0 +0. + 0 0.0 0.0 10 A 4 �a 15' 20' SS TONAL E� +0. + + + +o a + + °t' � + o -+ +5 + + + + + + +°C 8 +i Cad 1, + + + + + + + + + + D-6 a 20' + + + - - - - 3 0.4 .60 0.9 2.7 9.0 13.3 95.0 6.0 7.5 15LR 15.3 5.7 2.6 2 0 4.1 13.8 14.5 10.7 5.1 8.8 1�i.4 1 5.7 .9 4.7 7.5 11.9 12.7 8.6 5.9 3.8 2.5 0.7 ®.% 5 3.3 0.1 0.0 0.0 +0.0 +0. 0.0 0.0 +0.0 +0.3 .5 +0 +1.8 +7.3 +15. +15.3 +17.7 +14.3 +15.3 +19.0 +19.7 +11.2 +5.8 +4.3 +9.2 +1 +16.4 +17.0 +14.1 +16. V[721.2 +12.2 .4 +5.7 +6.1 +7.0 +7.2 +6.7 +6. +5.6 +5.3 +1.3 +0.5 -_ +0.1 +0.1 +0.1 +0.1 0.0 +0.0 0.0 +0.0 EXISTING LIGHTS MAJOR SITE PLAN AMENDMENT +0.4 +1+2.2 +2.7 +4.3 +50 +49 +60 +5.8 +4.8 +3.8 +3.7 +4.0 +3.7 +4.7 +5.9 +5.6 +4.9 +7.08.3 +8.1 .3 +7.2 +6.3 +5.7 +5.3 +5.5 + .2 +7.6 +10.1 +3.4 +0.8 I 0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.0 0.0 +0.0 ALBEMARLE COUNTY, VIRGINIA +0.4 .5 +01 +1.5 +2.5 +2.8 +2.8 +3.1 +3.5 +3.8 +3.4 +3.3 +3.1 +3.0 +3.1 +3.3 +3.3 +3.3 +3.2 +3.9 +5.2 +6.3 +8.7 +12. 17.4 +9.2 +6.7 +5.5 +5.1 +5.2 6.2 +9.8 +1 • +6..66 +1.4 +0.1 +0.1 +0.1 +0.1 +0.1 0.1 +0.1 +0.1 0.0 D5 15' 13 0 0 R I C H M O N D + + + + +' + 5.@+12. + ROAD FLOW 0.3 5 1.3 3.0 5.1 4. 5.2 4.4 2.7 4.0 5.5 5.1 5.3 4.2 2.5 3.8 5.6 5.2 6.1 6.3 6:3 10.7 17 25.2 15 7.5 5.8 5.4 5.5 6.4 9.1 12.9 0.1 0.1 0.1 0.1 0.1 .11 0.1 0.1 D-3@1AUTOMOTIVE 0.2 .3 +0. 9 1.8 4.7 5: 5.1 7.4 4.6 5.5 8.5 1 .7 16,2 11.1.0 7.9 6.8 6.5 6. 6.8 7.6 7.7 � 0.1 0.1 0.1 0.1 0.1 0.1 1 0.1 0.1 0.0 2 qq qq 11 oc� + + + + + OEM A-� 1 + + O1A IL �A-1 1 + + + + 'PA + + + + + + + + + + + + + + + + + + 0.2 .4 A 1.1 3.5 14. 8 6.3 1 5.7 .6 7.7 7.6 7.5 8.5 10.1 9 8 8.0 6.5 5.0 0.1 0.1 0.1 .1 0.1 0.1 0.0 SUBMISSION: +0. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.3 2.4 8.0 ,2. 13 13.5 9.0 6.5 9.2 12.9 13.7 13.2 9.2 5.8 8.7 12.5 13.6 13.8 9.4 .8 3.7 .2 5.0 7.1 10.8 17.6 6.2 8.8 5.3 2.8 0.2 0. 0.1 0.1 0. 0.1 0.1 0.1 0.1 2020.02.21 15 REVISION: +0.3 + 5 + +1.9 +2.3 +3.5 +4.6 +4.2 +3.8 +4.1 +3.5 +4.5 +5.5 +4.6 +3.6 +3.9 +3.7 +4.5 +5.1 +3.7 +3.0 +3.5 +2.5 +1.6 +2.8 +4.1 +6.4 �� %11.4 +4.4 +1.5 +0.2 +0.2 +0.2 +0.1 + 1 +0.1 +0.1 +0.1 +0.1 01) 2020.06.15 + + + + + + + 02) 20200622 [ARB + + .. 0.2 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 1.3 2.6 3.1 3.1 3.7 4.7 4.3 3.5 3.7 4.8 4.7 3.5 3.5 4.6 4.6 3.3 3.2 3.6 6.4 4.4 3.9 6.4 3.6 5.2 8.3 12. 11.5 6.8 3.9 1.6 0.7 0. 0.3 0.3 0.3 0.2 0.2 0. 1 0.1 0.1 0.1 0.1 03) 2020.08.10 [ARB] +0.1 + 1 +0.9 +2.5 +5.9 +5.4 +6.3 +5.5 +6.3 +5.8 +5.8 +5.7 +5.9 +5.7 +5.7 +5.8 +5.7 +5.5 +5 +5.9 +6.0 +10. +1 .7 +9.1 +5.9 +5.3 +5.9 +6. + .3 +4.9 +3.5 +1.7 +1.0 +0 8 +0. +0.4 +0.3 +0.3 +0.3 +0.2 +0. +0.2 +0.1 +0.1 +0.1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0 0 0.0 0.1 3. 8.2 24 �Q 3@ ��,5 8.5 8.3 7.9 .5 6 3 4.7 3.4 1.9 1.4 1 1.4 1.5 1.5 1.4 1.5 1.3 1.4 1.3 1.3 1.3 1.4 1.2 0 5 0.4 0.4 � 0.4 0.3 0.2 0.2 0.1 ixrrt 'PA-9 @ 15' rx:woA-6 @ 15' Fx.Ls EPA-7 @ 15' ocw EPA-8 @ 15 �` 1 @ 15' Vo +0 0 Vo Vo +0.0 +0.1 +0.1 +0.1 +0.1 0.2 0.1 +0.1 0.2 0.1 +0.1 .5 .5 +6.9 +2 .9 + 6.8 +14.6 +10.8 +13.0 +11.6 8. + .4 +3.9 +2.7 +2.4 +2.0 +1.9 +1.9 +2.6 +2.6 +2.5 +2.2 +2.2 +2.2 +2.1 1.9 - + + + +1.3 +1.3 +1.2 +1.1 +0.9 + .9 +0.7 +0.7 +0.6 + .6 +0.3 +0.2 +0.2 +0.1 C-1 @ 1 - Vo +0. +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 Vo +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0.0 +0.0 +0.0 +0. .5 +1.0 +4.5 +1 9 +12.6 +9.3 8.8 + + + .7 +2.5 +1.9 +2.2 +3.7 +3.5 +3.4 +4.0 +4.9 +3.9 +3.3 +3.8 +3.9 +3.2 +2.5 +2.6 +3.0 +3.2 +2.3 +1.9 +1.7 +1.9 +1.7 +1.6 +1.3 +1.2 +1.1 +1. +1. .5 +0.4 +0.3 +0.2 0.5 FOOTCANDLE CONTOUR EXISTING LIGHTS FILE NO. 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 +0.0 +0.0 +0.0 0.0 0.0 + 0.0 0.2 4. 3.8 3.5 6.1 1.9 1.6 2. 1.6 ,.4 1.0 0.8 ' + 1.3 4 1 6.0 6.3 5.8 4.8 7.2 6.0 6.5 5.2 4.6 4.0 3.8 4.0 3.0 2.6 2.7 3.3 2.6 2.2 2.1 2., 1.9 0.9 $ 0.3 0.2 0.1 19.078 .5 + + + + + + + + + + + + + + + + + + + + + + + + flfl + + + + + + + + + + + + + + + + + + + + + + + + + + 0. 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 +0.0 +0.0 0.0 +0.0 0 0. 0.0 0.1 0. 1.3 0.8 1.0 6 .3 0.2 0.1 0.1 0 2A5@ A 7 2.4 4. 5.1 4.7 2.3 .7 6. 5.4 5.8 3.7 2.8 4.4 4.4 4.3 4.2 9 0.5 0.5 0.1 0.1 LIGHTING PLAN 5 + + +- +5 +.. + + + + - + + + + + + + + + + + 0. �-Q-�E-�T� � � � � .2 2. _ 2.5_ 4.6 2. 0 0.2 0.1 0.0 r�ttFV�- _ o LPo. -1 .5 N +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 U. 6i ;:iii: 1_ 0.5 0.3 +0.0 +0.0 + +0.0 -- SHEET C8 OF 13 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 30 0 30 60 90 ME o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 +o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o 0 0.0 0. o I ME + - + - + - + - + - + - + - + - + - + - + - + - + - + - + - + - + - + - + - + - + - + - + - + + - + - + - + - + - + Scale: 1 =30 /� Jlie tie Area /� JILe & Area LM [ � rAPnC.n ` [ rARnrn '� LF Gardco EcoForm Gen-2 combines economy with performance in an LED area luminaire. Capable of delivering up to 42,000 lumens or more in a compact, low profile LED luminaire, EcoForm offers a new level of customer value. EcoForm features an Innovative retrofit arm kit, simplifying site conversions to LED by eliminating the need to drill additional holes in most existing poles. Integral control systems available for further energy savings. Includes Service Tag, our innovative way to provide assistance throughout the life of the product. Ordering guide Project Location: Cat -No: Type: Lampe: City: Notes: exempla: ECF-L-96L-lA-CW-AR-AFR-90-120-DD-PCB-F7-SPi-TB-RPA-HIS-BK 80L 900 vuw-G2 AR 3 ECF-L ECF-L 80L 900 Mi AR Type2 120 120V DO 0-IOV External IMRI3 PCB Fusing Square Pole t EcoForm BO LEDs 900mA Warm Whtle Arm Mount 2Type2 208 208V diming (by olhea)' Integral with Photocontrol R Single Adapter k site and (5 modules) IA 3000K,70CRI (standard)' 2-90 Rotated 240 240V DCC Dual Circuit Control"° #31ens" Buttonss (120,277,34NAC)° Included In " White area. 1050MA Generabon2 left 90' 277 277V FAWS Field Adjustable IMM TLRDS F2 Double standard BE Bronze 7be large 17A Neumd 2-270 Routed 347 347V Wattage5elector" Int al with ten Twist Lock (208.240,480VAC) prodlxtDark DGY ay 1200mA ryeutnl While following rigger 480 480V SW Interface module N71em" Receptacle iB Mediu MGYMedium Gray 4000K 70CRI murni 27W UKV 120-277V forSlteWbe`u Spine POW Mopm Ong Terminal 96L B00 FPI Slagle Generation kits must (50/6OHz) LLC Ildegmlwheless TLR07 Blob" Cuskmer 96 LEDs BOOmA be ordered Type3 HVD 347-UOV module`"^" Twist Lock (120,277,347VAC) r specified 3Type3 RAL Specify (6 modu L1 CW-G2 separately (50/60Hz) ILL BFlevel Receptacle FP2 Double Round Pole 1050mA Cool While (See 3-90 Rotated '" functionality" 7Pin1° (208,240,480VAq Adapterop 9mMl 71A SOOOK, ?OCR[ Generation pmessones) left 90• DynaDDlimmi Automatic TLRPC FP3 Canadian(ex7200mA (B61o3"- mlororRAL Sle 3-270 Rotated Profde Dimming Twist lock Double Pult(208, 3.9'O.D. Cusco color CC Custom color Slip Fitter right Receptadew/ 240,480YAq° DWe)°Mounta (Mustsupplir C550 Safety 50% elV � 0lmmin8.7hous" photocell"' Surge Protection HIS color drip (fKsk 21A^ TM CMSOMellan50%Dlmming, (10LAstaMard) Internal forrequired O.D. tenon) 8houni Housing factory quote) 4TYpe4 SPZ Increased 2OkA WS 4-90 Rotated CS30 Safety 30% Slde Shield" Walimount left 90, Dlmmk8.7hours" with surface 4-270 Rotated CM30Medhm30%DWzyIng, conduit right Bhours" rear entry 270' permitted Types RAM 5 Type Retrofit arm mount SW Type 5W AFR Auto Front Row AFR-90 Auto From Row, Rotated left 90' AFR-270 Auto From Row, Rotated right 270' 1. BL-IMRay7 equipped with cut -boarded sensor housing when voltage is HVU 11347-481 2. Mounter to a 4' round pole with edapter included for square paler. 3. Limited to a maximum 01145 degrees aiming above horizontal. 4. Not available with other dimming control options. 5. Net ..liable with motion aenaor. 6. Not available with photoaontrol. 7. Available only in 120 or 277V. ECF-L_EwForm-area-large 03/20 page 1 of 7 B. Notavalablea S47 or481 9. Must specify Input vo@age. 10. Dimming will not be connected to NEMA receptacle Bordering with other control options. 11. Not available In sear Order photocell separately, with TLRDS/7. 12, Not available with DCC. 13. Not available with SF and INS. RPAs provided with black finish standard. U. HIS not available with Type 5 and 6W optics. 16. Not evelsble with DI DCC, and FAWS dimming control optima. 18. Not wettable with DD, DCC. FAWS and LLC dimming control options. 17. Must specify a motion sensor lens. C1LC DLC Gardco EcoForm Gen-2 combines economy with performance in an LED area luminaire. Capable of delivering up to 42,000 lumens or more in a compact, low profile LED luminaire, EcoForm offers a new level of customer value. EcoForm features an innovative retrofit arm kit, simplifying site conversions to LED by eliminating the need to drill additional holes in most existing poles. Integral control systems available for further energy savings. Includes Service Tag, our innovative way to provide assistance throughout the life of the product. Ordering guide Project: Location: Cathie: TYPW. Lamps: City: Notes exempla: ECF-L-96L-lA-CW-AR-AFR-90-120-DD-PCB-F7-SPI-TB-RPA-HIS-BK ECF-L 80L I I900 WVVI AR,VI 4 ECF-L 80L 900 WI All Type 120 120V DD 0-I0VEx(ernal IMRI3 PCB Fusing Square Pole Textured Ecol'orm 80 LEDs 900mA Warm White Arm Mount 2Type 2 208 208V dimming (by olhea)' Integral with Photocontrol Fl Single Adapter 8K Black site and (5 modules) IA 3000K. 70CRI (standard)' 2-90 Rotated 240 240V DOC Dual Circuit Control°'° #31ens" Button1' (I20,277,347VACp included in WH White area, 1051 Generation left 90' 277 277V FAVIS Field Adjustable IMRI7 TlRDS F2 Double standard 8Z Brander large 1,2p RW{r2 The 2-270 Rotated 347 347V WartageSelecter" Irate ralwtth a Twbt Look (208.240,48WAq prods DGY DarkGra Y 120UmA Neutral White foikwire right 480 480V SW Interfacemoduk A71ens" Receptacle TO MGYMedlum Gray I000K,70CRI mountm9 270' URV 120-277V forSibmirse" 5Pinn Pole Meant Fasing Terminal 96L 800 Fill Single Generation kitsmust (50/60Hz) LLC IMePalwireless 7LR07 Block's CIBkmM 96 LEDs be indeed Type3 HVII 347-48M modme•Aan Twist Lock (R0, 217, 34NAC)° RPA specified 3-90 Specify (6 modal 1A 1A CW-62 separately (50/fiOHz) BE B Receptacle FP2RAL Double Routs Pole 1.21% (See R 3-90 Rotated funcNonaliry'1° nctio 7Pina QOe, 240,480VAC) (20 Adapter optional °p 1.2p 500IWMk SOOOK70CR1 axeswnes) ktt90' (fitsto3'- RAL mbror702 1200 cop GeneMDon2 Automatic Prole TLRPC FP3 Canadian SF 3-270 Rotated Dimep Profile Dimming Twist Lock Double Puli(208. 3.9.0D. CC Cus(exco rotor Slip Fitter fight Re lade w/ cep 210.480YAC)° Patrol° (Mustscokr (NlpstsppWV CS50 Safety 50% Mount 3 270 Photocell" promotion HIS color chip (fits to 214" Type CMSOMedian5D% Dimming, (10i standard) Internal for required O.D. Lents Bhours" Housing factory quote) 4TYpe4 SP2 Increased 2D1 WS 4-90 Rotated CS30 Safety 30% Slde Shield" WaBmaalt left90• Dlmming.71holus" with surface 4-270 Related CM30Med1an3016Dlmming, conduit right 81yeurs" rearenry 270' permitted Type RAM 5 Type5 RetroM arm mouni SW Type SW AFR Auto Front Row AFR-90 Auto Front How. Rotated left 90' AFR-270 Auk Front Row, Rotated right 270' 1. BLAMli equipped wlih out -boarded sena.r housing when voltage is HVU (347-4801 2. Mounts to a 4' round pole with adapter included for square poles. 3. Limited to a maximum of45 degrees timing above horliortan. 4. Not available with other dimming control options. 5. Not available win) motion sensor. 6. Not available MM photoaontrol. 7. Available only in 120 or 27N. ECF-L_EcoForm-area-large 03/20 page l of B. Notavallablein947or480V 9. Must specify Input voltage. 10. Dimming will not be connected to NEMA receptacle Bordering wmth other control options. 11. Not avallable In 4BOV. Order photocell separately with TLRDI 12. Not available with DCC. 13. Not available with SF and INS. RPAs provided with black finish standard. U. HIS not available with Type 5 and 6W optics. 15. Not available with DD. DCC, and FAWS dimming control option*. 16. Not available with DD, DCC. FAWS and LLC dimming control options. 17. Must specify a motion sensor lens. a D'LC DLC c= � 'rae� on Gardco EcoForm Gen-2 combines economy with performance in an LED area luminaire. Capable of delivering up to 42,000 lumens or more in a compact, low profile LED luminaire, EcoForm offers a new level of customer value. EcoForm features an innovative retrofit arm kit, simplifying site conversions to LED by eliminating the need to drill additional holes in most existing poles. Integral control systems available for further energy savings. Includes Service Tag, our innovative way to provide assistance throughout the life of the product. Ordering guide Project: Location: Cat No: Type: Lampe: Oty: Notre exempla: ECF-L-96L-lA-CW-AR-AFR-90-120-DD-PCB-F7-SPI-TB-RPA-HIS-BK P yvw AR ... 5 NJ 7TeEcoForm ECF-L 80L 900 ECF-L 80L 900 111 AR Type 120 120V DD 0-IOV Extenal IMRI3 PCB Fusing Square Pale 80 LEDs 900mA Warm White Arm Mount 208V mirming(by others)'' Integral with Photocontrol R Single Adaptersiteand 2Type2208 (S modules) IA 3000K. 70 CRI (standard)' Z90Rotated240 240V DCC Dual Circuit Control` #3lens" Button°. (t2O.277,347VAQs inclutled inarea. 1050MA Generation2 Idt 90' 277 277V FAWSReid Adjustable IMRI7 TLRDS F2 Oouble standard Tbe ergo L2A NW-G2 2.gi0 Rgtalgd 347 347V Wattage Selector •s Integralwith Twill Lork (208.240,480VAqproducty 1201 Neutral White following fight 480 480V SW Inkdacemod°ule Af lem" Receptacle TO MGVMedlum Cray 4000K,70CR1 mounting 27W URV 120-27N for SiteMse 5Pine pole Mount Fusing Terminal 95L 8O0 Fill Slrlde Generation Btsmust (SOA50Hz) LLC Integralwireless TLR07 Block° Nstamer 96 LEDs 800mA be ordered Typa3 NW 347-480V module•exv Twist Lock (120,277,3471 RPA specified 3Type3 RAL Specify (6 moduleO U CW-62 sty (50/60Hz) BE BI-level Receptacle FP2 Double Routs Pole I050separately Ile (See 3-90 Rotated knctionaltty'e1 7Pinp (208.240, 480YAC) Adapter oP I nat I1A IIA 5000KCoal SOOO a<cessones) left 90' fitsui mlet or RAL or 1200MA tang General SF 3-270 Rotated DymDimmer. Automate TLRPC FP3 Canadian 3.9'0.0. (ex RAL7024) Profile Dimming Twist Lack Double Pull (208, CC Custom color Slip Fitter right Receplaciew/ 240,480VAC)° Dottie (Mustsupply C5505afeN50% Mounts 270' Dimmkl8.7hours" Photocell'" Surge F4otaction HIS mlorchip (fitsk2/r" TVP04 CM50MedLm5D% Dimming. 001 standard) Internal forrequired O.D. Lents 8hades- SP21nDeased Housing factoryquok) 4TYpe4 WS1-90 Rotated CS30 Safety 30% Side Shield" Wall mount left 90' Dimming,71yours" withsurface 4-270 Rogeted CNOOMedan306liDimming, conduit right 81hours" rearentry 270' permitted Ty" 5 RAM 5 Type Retrofit arm moue kitx SW Type SW AFR Amo RonlRow AFR-90 Auto From Row, Rotated left 90' AFR-270 Auto Front Row, Rotated right 270' 1. BL-IMRI377 equipped with cut -boarded sensor housing when voltage 1. HVU (347-48OV) 2. Mounts to a 4' round pole with adapter Included for aquarilmles. 3. Limited to a maximum of 45 degrees arming above horizontal. 4. Not avallable with other dimming control options. 5. Not evaliable wlth motion sensor. 6. Not available with photocontrol. 7. Available only in 120 or 277V ECF-L-EcoForm-area-large 03/20 page 1 of 7 S. Notavallablein S47or480V 9. Must specify Input workers. 10. Dimming will not be connected to NEMA remptwle Bordering with other control options. 17. Not available In 4801 Order photocell separately with TLRDI 12. Not aallable with DCC. 13. Not avallable with SF and INS. RPAs provided wlth black finish standard. U. HIS not available with Type 5 and SW optics. 16. Not available with DO, DCC, and FAWS dimming control optima. 16. Not wettable with DD, DCC. FAWS and LLC dimming control options. 17. Must specify a motion sensor lens. vLL011irq x gda111 sex PREMIUM SHIMP ENGINEERING LAND PLANNING i SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Fxused Engineering 912 East High Street Charlottesville, VA 22902 Phone: 434-227-5140 shirep-engineering cam NL L �f U M,S a ic. 0.45183 O 161 b w4 ��sSIONAL ECG MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD - FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION: 01) 2020.06.15 02) 2020.06.22 [ARBI 03) 2020.08.10 [ARBI FILE NO. 19.078 LIGHTING DETAILS N SHEET C9 OF 13 ME 0 30 60 90 Scale: 1 "=30' Ex f Remave `an - Fepld weer 71 5.,.. + - ealsting- ground- �• EL 25' .C.I(t1p I ° �.. N893846 W 309,56' APPRNED UTILITY EASEMCgI / _T C MBINFDOU TCENTEL & - / FOR V PCO, CENTEL & / / / 1 (D.9. -546 30+ K ASCA / APPROMIMP,iE LOCA ME T 20' WAIFRDNE EA MENT I SI �jH \ DIS ENTRANCE 2 �_NTRANCE 3 \ \ LN TRANCE _ L-2 \ S. ROUTE�250 C=2 o L_ � / RIC OND ROAD VARIABLE 1 lI 1 (---� ( Q W H R/W HWY/'P. B. XI-200 '� �\\ 229-56 \ l c D. 2296 -5 > r�� 415 415 410 -- - 410 405 LLJ ILL. 405 400 w — — TANCE NE - �. 0 400 395 395 390 , _ 390 3,85 385 I - 380 380 310+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00. 14+50. 15+00. 15+50. 16+00. 16+53a5 ENTRANCE 2 SIGHT DISTANCE RIGHT Cl Q 1" = 50' HORZ 1 " = 10' VERT 44u 435 430 425 420 415 410 405 400 3 B - ---19 , - f Ik rl / NC 1 / lX / Cb k � 4i0/RpGM R� I � _ A +X � To '-- ---- - = -�' ' ( T H AND COUNTRY IN \ 0 _ z C9 — ,n - - Ld ' S\NS01 It+00 10+50 11+00 11+50 12+00 12+50 20 ENTRANCE 2 SIGHT DISTANCE LEFT 0 i" = 50' HORZ 1 " = 10' VERT 445 440 435 430 425 420 415 410 405 r 50 0 50 100 150 440 Scale: 1 "=50' 435 430 425 420 415 410 405 400 13+00 13+50 14+00 14+50 15+00 15+530 5 KJ —ri U i —LJ f Ki '+ 615-1Pi3C -- - M W - 445 440 435 430 425 420 415 410 405 00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+54Q 0 ENTRANCE 3 SIGHT DISTANCE LEFT 1" = 50' HORZ 1 " = 10' VERT SHIMP ENGINEERING LAND PLANNING; SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Street Phone: 404-227-5140 Charlottesville, VA 22902 shimpcngineedng oom u s a= ic. 0.45183 a II6�2o w� O ?!�`5,SIONAL li G MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD - FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION: 01) 2020.06.15 02) 2020.06.22 [ARB] 03) 2020.08.10 [ARB] FILE NO. SIGHT DISTANCE Rai SHEET C10 OF 13 C1� 42 Al A2 A3 4 A5 m A 1 7 420 ro 42A5 Asa 420 41 3 e I.A3 4 B1 B2 410 0 7 r + 415 415 po o N o N 0 m o 3 a¢ ROP. -GRADE _ m r r1 N 415 415 x; 40 z� I. Q �405 STANDPIPE w o p �,+ 410 410 FOR OUTLET z r N _ _ - - - - - - - - - - - L -to 410 410 o no CONTROL TO 40 - w o¢400 = 8E RELOCATED z v z -405 405 WITHIN MANHOLE 395 395 40§ 405 400 400390 - -- 25.50L40 400 - - - - - %------- .-1-5'=H0 a 390 N_-_ - - - - - - - - - - - - - - - ----- - 117.58E - . `� `� 0.67"•ch 395 395 LO 240 13LF 15" HOPE @ 0.657N A M GO H Z 3 391 395 31 0 10+50 11+00 11+50 12+00 +50 13+00 13+50 0 > 4+0�5 0) 0) r-z >z > 390 390 70 ^ o z z qq �q mm >z 31 00 10+50 11+0oo n n z �z 385 385 70 >z z 380 380 3 STORM PROFILE A3-B2 375 375 2 STORM PROFILE A5-A5a C11 1" = 30' HORZ 1" = 10' VERT C11 1" = 30' HORZ 370 370 1" = 10' VERT 310 00 10+50 11+00 11+50 '12+00 12+50 13+0�5 STORM PROFILE AI -A6 C11 1" = 30' HORZ 1" = 10' VERT 36 F1 LLJ0_ F2 360 355 355 D2 D3 A4 A4a A3a E1 42 425 41 a n N 410 410 p o- 350 350 p 0 o Nh 5' N 42 420 40 X. GRADE d c o ± 405 z3 405 z -uYi -- - �O� _ 345 345 41 415 40 Gi �� 400 40 400 340 340 41. 410 39 E-C�-2--0 395 39 395 - 7-5 2L2L�5L"' 335 335 40 405 39 39.0 rn rn 2 S I EEL e' 330 330 39 390 LnLIDm oio�tATOM z N pp M r] 38A 385 40 0 > 10+50 11+00 11+5400 38 � z z 10+50 11+U0 5 2255 �9 > z o >> 310+00 10+50 11+00 11+5�5 j z > Z Z 0 - z 38(� 380 5 STORM PROFILE D2-D3 6 STORM PROFILE A4-A4a 7STORM PROFILE F1-F2 375 375 C11 1° = 30' HORZ 1" = 30' HORZ 1" = 30' HORZ 1 " = 10' VERT � � � 1" = 10' VERT 1" = 10' VERT SHIMP ENGINEERING 37 LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT 31�+00 10+50 11+00 11+50 1.2+00 12+50 0 _. Design Fxused Engineering 912 East High Sheet Phone: 4M-227-5140 Charlohesville, VA 22902 shimpcngineenng com 4 STORM PROFILE A3a-El C11 1° = 30' HORZ 1" = 10' VERT LD-229 Storm Drain Design Computations 1300 Richmond Road'Pc O �- M.S �- ic. 0. 45183 oPO IIb�Zp 0 �ss10NAT- MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD - FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION: 01) 2020.06.15 02) 2020.06.22 [ARBI 03) 2020.08.10 [ARBI FILE NO. 19.078 STORM DETAILS SHEET C11 OF 13 C11 < :�: a_ <* - f_� ou I o _ O z p M.N. - oa - it F N - m 'j `� o 01N ROP. GRADE pNj+ mad N -_ ' 208.05LF - 1-5"' HDPE-_0.85%. � - o Z m N O o d wove a 0 � � PROP. -GRAD -_ oo � 696% o0 oz > _ � > Z M z z n I o o O "�0 O - � � N + 30¢ z�v~i - 0 PE C�P�-:69%s M 00 Z - LD-204 Stormwater Inlet Computations Inlets on Grade Only Sag Inlets Only E � � U 2 n ~ d a C � O � U m � Q � s m U � O � U C � C � N U C4 � o � chi C7 '15 F C7 Z m m m � o m 5 C9 � d ° `� m a n Op- rn X c2 w � � N F rn U � L [i � d ',�- w o a � N � C7 w T m C7 c O a � � = a U x `o -o U c O -o 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 (ft) (ac) (in/hr) (cfs) (cfs) (cfs) (ft/ ft) (ft/ ft) (ft/ ft) (ft) (ft) (cis) (cfs) (ft) (ft) (ft) D3 DI-3B 10 0.42 0.84 0.35 6.5 2.30 - 2.296 0.013 0.035 0.037 0.21 0.50 0.42 5.82 0.35 4.0 1.41 - 1.413 0.013 0.16 0.50 0.31 4.20 A5a* DI-3B 6 0.41 0.85 0.35 6.5 2.27 - 2.268 0.013 0.054 0.025 0.080 0.22 0.50 0.44 4.38 0.35 4.0 1.40 - 1.396 0.013 0.16 0.50 0.32 1.99 E1 DI-3B 6 0.49 0.82 0.40 6.5 2.59 - 2.592 0.013 0.0247 0.037 0.080 0.24 0.50 0.48 4.16 0.40 4.0 1.60 - 1.595 0.013 0.17 0.50 0.35 2.36 B2 DI-3B 12 0.26 0.70 0.19 6.5 1.21 - 1.205 0.013 0.089 0.020 0.080 2.42 0.17 100% 1.21 0.00 0.19 4.0 0.74 - 0.742 0.013 1.75 0.14 100% 0.74 0.00 61 DI-36 6 0.05 0.77 0.04 6.5 0.25 - 0.246 0.013 0.089 0.020 0.080 1.16 0.09 100% 0.25 0.00 0.04 4.0 0.15 - 0.151 0.013 0.97 0.08 100% 0.15 0.00 A3a DI-3A 4 0.05 0.73 0.04 6.5 0.24 - 0.237 0.013 0.015 0.015 0.09 0.50 0.17 5.81 0.04 4.0 0.15 - 0.146 0.013 0.06 0.50 0.13 4.21 A6 DI-3B 10 0.29 0.89 0.25 6.5 1.65 - 1.651 0.013 0.027 0.030 0.17 0.50 0.35 5.76 0.25 4.0 1.02 - 1.016 0.013 0.13 0.50 0.25 4.17 A4a DI-3C 12 0.14 0.62 0.09 6.5 0.58 - 0.580 0.013 0.01 0.013 0.06 0.50 0.12 4.91 0.09 4.0 0.36 - 0.357 0.013 0.05 0.50 0.09 3.55 A4 DI-3B 6 0.14 0.65 0.09 6.5 0.60 - 0.602 0.013 0.027 0.045 0.12 0.50 0.25 2.75 0.09 4.0 0.37 - 0.370 0.013 0.09 0.50 0.18 1.99 A3 DI-3C 12 0.49 0.85 0.41 6.5 2.69 - 2.686 0.013 0.02 0.020 0.18 0.50 0.35 8.86 0.41 4.0 1.65 - 1.653 0.013 0.13 0.50 0.26 6.49 p z 0 � M Aso l0-yr�Y�E-�5 WSE�45�21 �NBE 345 0 59.2Ez-CF M 17 Z From Point To Point Catch A {ac) Runoff Coef Inc AC Acetan AC Tot Tc (min} Tot Int {l0yr) {inJhr) Tat Flow {10yr){cfs} Up Inv El Dn Inv El Pipe Len {ft} Inv 5 % Pipe Dim (in} Pipe Cap {dsJ Velocity (ftIs} Floe+time Inc (min} 1 2 3 4 5 6 T 8 9 10 11 ]1 L3 14 15 16 17 F2 F1 37.75 339.80 338.70 73.11 1.50% 2.5 54 12.0 0.10 D3 D2 0.42 0.84 0.35 0.35 5.00 7.10 2.51 411.00 406.73 115.66 3.69g'o L25 14 8.6 0.22 A5a A5 1.08 0.82 0.89 0.89 5.Q0 7.10 6.3Q 405.10 399.62 78.78 6.96% 1.25 18 13.6 0.10 E7 A3a 0.49 0.82 0.4D 0.40 5.(M1 7.10 2.83 390.80 389.45 Z{18.05 0.65% 1.25 6 4.6 0.75 B2 B1 0.26 0.70 0.19 0.19 S.QD 7.10 1.32 392.40 392.23 25.5 D.65g'o L25 6 3.8 D.11 B1 A3a 0.05 D.77 0.04 0.22 5.Q0 7.10 1.59 39203 389.45 117.58 2.20%. 1.25 11 6.1 0.32 Ma A3 D.OS 0.73 0.04 0.66 5.W 7.10 4.68 389.25 387.69 240.12 0.6590 1.25 6 5.1 0.78 Afi A5 0.29 0.89 025 0.25 5.00 7.10 1.8Q 402_D4 399.62 2Q_17 12.0096 1.25 24 11.6 0 D3 AS A4 1.14 5.(?0 T.10 8.10 399.4Z 393.95 66.18 8.27% 1.25 20 15.5 0-D7 A4a A4 0.14 0.62 0.09 0.19 S.QD 7.10 1.35 395.77 393.95 75.22 2.42`Yo 1.25 11 6.0 0.21 A4 A3 014 0.65 0 09 142 5.00 7.10 10.10 389.95 387.69 28-24 8.00% 1.25 20 16.2 0.03 A3 A2 0.49 0.85 0.41 2.49 5.00 7.10 17.71 384.69 380.78 64.13 6.09°% LS 28 16.8 0.06 A2 Al 2.49 5.00 7.10 17.71 376.78 375.00 59.48 3.0045 LS 20 12.6 0.08 CG-9A ENTRANCE EXPANSION JOINT 5 0 EXISTING OR %, WIDTH OF ENTRANCEPROPOSED SIDEWALK EXPANSION JOINT 1 ' z- FLOW LIE L, 0 ENTRANCE WIDTH 0 z .J}i DESIRABLE MINIMUM 18' EXPANSION JOINT ABSOLUTE MINIMUM 12' ISOMETRIC VIEW EDGE OF PAVEMENT I HALF - PLAN C E� WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED ' G" 5.- 0" TO MATCH THE MOUNTABLE CURB CONFIGURATION. A�ANTTH OF OX TO DX CHANBEPARABOUO CURVE GUTTER e'WIDTH OF SIDEWALK FACE OF 0 --_--- as CURB opw % . N.. e.. M . N. >, e. • M' . L^•4• � 4ae •q Q4e^4e d4 a •'4a44ae a.:Peq o4saSe. A3 (HENS.) OONC. 12% MAXIMUM INCREASE N SLOPE AT MINIMUM D' INTERVALS r12X MAX. `•+1.0� 8" AM. BASE TYPE I SIZE 21B ais 3 X MAXMUM DECREASE IN SLOPE FOR FIRST D' INTERVAL AND BX MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS Le Q FOR SIDEWALK, DIM AND GUTTER - BUILT CONCURRENTLY. ® FOR INITIAL CURB AND GUTTER ONLY. ® FOR INITIAL SIDEWALK ONLY - 7" SIDEWALK TO BE DIPPED. SECTION C-C ® ITHSERALRMH�SPBLEW A AMUM2X IEQUIREDCROSS SLOPE. ® FOR CURB AND GUTTER ONLY - AFTER INITIAL SIDEWALK. © FOR DUR13 AND SIDEWA.1( ONLY - WITHOUT GUTTER. A INDICATES POINT OF GRADE CHANGE. �VE= STANDARD ENTRANCE GUTTER WITH FLARED OPENING SPECIFICATION REFERENCE ROAD PAID BRIDGE STANDARDS (FOR USE ACROSS SIDEWALK) SHEET 1 OF 1 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 502 203.01 Y-' 43 BINS 18" C-C TYP. BARS "T A TYP. iji- A A B TT'�. B �„ DIAE�R �;� ': TTTT �1T I I I . TT TTl-TTT? I TTT-.. PLAN WALLLCTHIICCKNESS VARIES AND PLAN ASS A3 CONCRETE CLASS A3 CONCRETE ' SECTION A -A SECTION B-B NOTES' i. THE STANDARD SAFETY SLAB (SL-1) IS TO BE USED ONLY WHEN SPECIFIED IN THE PLANS ON THE DRAINAGE SUMMARY SHEET AND/OR THE DRAINAGE DESCRIPTION. FOR MANHOLES. JUNCTION BOXES AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET. THE SPACING OF ADJACENT SOSLABS SMALL BE B-TO 12'WITH NO SAFETY SLAB LOCATE WITHIN 6 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW ANY INLET PIPE OF 30" DIAMETER OR GREATER. 2. THE COST OF THE SL-1 S INCLUDE IN THE COST OF THE STRUCTURE. SEE CAST IN PLACE DRAWINGS FOR FURTHER DETAILS 3. ACCESS OPENINGS ARE TO BE STAE FROM ONE SIDE STRUCTURE TO THE STAGGERED WHERE APPLICABLE. STEPS ARE TO BE STACGED ACCORDINGLY. R T AC _ I3 BARB • 8" C-C TYP. 4. SAFETY SLAB MAY BE CAST -IN -PLACE OR PRECAST. CAST-N-PLACE CONCRETE TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE M (4000 PSI). REINFORCING STEEL TO BE N ACCORDANCE WITH AASHTO M31.. 5. ACCESS OPENINGS MAY BE 30" DIAMETER OR 3D" SQUARE. WHEN STRUCTURE WIDTH S LESS THAN MY' THE ACCESS OPENING SHA_ BE RECTANGULAR (STRUCTURE WDTH BY 30" LONG). TYPICAL PRECAST UNIT TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, SpEMI MW ROAD AND BRIDGE MANHOLES AND JUNCTION BOXES SHEET , OF 1 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 302 106.14 CG-12 05 DOWELS, B" LONG ASSII AT CONSTRUCTION 12" C-C 5'MIN. JOINT 12:1 MAX - � � 124 MAX B ilL 2' B l A 5'-O" MIN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 1 M t 20 :1 II 48 1 r2MIN SECTION A -A II PERMISSIBLE CONSTRUCTION JOINT SECTION B-B TRUNCATED DOMES SEE SHEET ICE 4 FOR DETAILS NOTE' FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. SEE SHEET ICE 4. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB B" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 B 12 5 10 15 6 14 5 NOTE THE REOUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET. REGARDLESS OF THE SLOPE. Y a 3 In N 0 4 U - � a CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK IS-1 9FUPE TI or PIPE NOTES' SHAPING OF MA440LE AND INLET INVERTS N ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE S ABOVE INVERT OF STRUCTURE. MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAD CEMENT CONCRETE MIX CONFORMING TO CLASS AT OR CLASS C1. EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE LIP TO 4" N DIAMETER AND CONSIST OF STONE, BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAD TROWELLING. NONE OF THE COARSE AGGREGATE SHAL REMAIN EXPOSED OF OUTLET PIPE •- •'INERT SECTION A -A METHOD OF TREATMENT IN DROP INLETS SLOPE TO DRAIN TO INVERT OF OUTLET PIPE L a. DETAILS OF OVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE I < < PURPOSES ONLY. EACH MANHOLE OR DROP INLET S TO BE SHAPED INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AD FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES XvmT STANDARD METHOD OF SHAPING SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS SWEET 1 OF 1 RE'VISON DATE MANHOLE & INLET INVERTS 302 i06.0B VIRGINIA DEPARTMENT W TRANSPORTATION PB-I NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF FILL .GROUND LINE x GROUND LINE x GROUND LINE x rrirri rrrr - r err r 'I--L rrrrr rrrr Id IIJII- �' Ij- rrrrrr r rr rlfj rrr ri - rrrr rrr 7 N rr N EARTH rrr ri - I d ROCK OR r / D EARTH o' n G UNYIELDING SOL d 0 0 SEWNC - MATERI AL 11 : a MIN. 1/10 D X D X SECOND MIN. 1/10 0 % 0 % BEDDING MIN. 1/O D MATERIAL MATERIAL X D X � T OF M INI B". MAX. 24" FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MIN. 1.5 e D MIN. 1.5 e D MIN. 1.5 A D MIN. 1.5 • D MIN- 1.5 • D MIN- 0 X 0 Av TOP OF FlLL TOP OF FLLL TOP OF FILL /h /// / ;ry l _� /rrrr/rJJJJJJ rrrrrrrrrr/rrr - //r� rrnr !{. - _ r•M1 X ( _ �:' rrJJ/ rrrr „ih};Cv.• '}:1:ti:j ''•h•11•V rirrrrrrririr rrrrrrrrrrrrr - - - //////•'/rrr rr ".�f. N = /N /rr - p = ri/iirri/r rrrr//irrr o / D CHOEIXD *o _ : r •..'•.; GROUND . _ /rrXrrrr D_GROUND •;+, ;v;1;�1 LINE o - _ ,_ •r n -LINE y EARTH J1 � NOCK OR MIN.1/O 0 - UNYIELDING MIN. 1/10.0 % 0 X BEDDING MATERIAL I - - �T OFEH X 0 X SOIL MIN. 1/10 0 a BEDDING Tom, T EARTH MIN. a,,, BEDDING MATERIAL MAX. zs•' MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL ®BEDDING MATERIAL IN ACCORDANCE WITH EMBARKMENT SECT ON 302 OF THE ROAD AID BRIDGE® NOTES( SPECIFICATIONS. ., REGULAR BACKFILL MATERIAL IN ACCORDANCE FOR GENERAL NOTES ON PIPE BEDDING. WITH SECBACKFILLOf ERTS AD ACCORDANCE 3 2 THEE BRIDGE WITH SECTION 301 OF THE ROAD BIRD BRIDGE AND NOTES STORMATION ROIAL 0O OF SPECIFICATIONS. SEWERS GENERAL SPECIFICATIONS, ON SHEET 07.00. FOR ALL OTHER PIPE REGULAR BACKFLLL MATERIAL M2 FOR PLASTIC PIPE ' I INACCORDANCE WITH SECTION 302 OF THE ROAD CRUSHED GLASS CONFORMING TO THE 6" MINIMUM CLASS I BACNFILL MATERIAL PLACED DIRECTLY AND BRIDGE SPECIFICATIONS. SIZE REQUREMENTS FOR CRUSHER RUN OVER PIPE AND 6" REGULAR RAINFALL MATERIAL, AGGREGATE SIZE 25 AND 26 MAY BE OR 12" OF CLASS I BACK FILL MATERIAL, USED IN PLACE OF CLASS I BACKFILL. IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. �VDOT INSTALL. OF PIPE CULVERGN ORTS AND STORM SEWERS HE FICATION SREFERENCEE ROAD AND BRIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL - METHOD "A" 302 BEET OF 4 REVISION DATE 07/19 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 tOT1 O1 ♦" " RADIUS w. suRFI BASE I.<_4"_a{ 2 R I•°':6I •d "�'.d SURFACE SEE NOTE .a .a•.a. a ..a..'A 'a• .a'_a- BASE a a . .e ...a ..a• SUBBASE NOTES 1. THIS ITEM MAY BE PRECAST OR CAST IN RACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000R0 PSI F PRECAST. ��77 3. FACE OFVCUR) RADIUS BE P300 FOR AS ORDIkESC BOAC 4. THE DEPTH OF CURB MAY BE REDUCE AS MUCH AS 3" (15" DEPTH) OR INCREASED MUCH AS 3" (2T' DEPTH) WITHR RTHE TOPIN ODERTOF A COURSE OF THE ILL CCIDE OINSUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 16" AS SHOWN. NO ADJUSTMENT N THE PRICE BD S TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. S. CG-2 IS TO REQUIREMENTSEFORECG-6 AS SHOAyyIYNN MEETING THE APPENDIX A OF THE VDOT ROAD DESX.Y( MANUAL. NOTES �J 1. THIS ITEM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE MASS A3 F CAST N PLACE, 4000 PSI F PRECAST. 3. COMBINATION CURB M GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SMALL BE PAD FOR AS RADIAL COIDNATION CIXD M GUTTER. 4.FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER. THE BOTTOM OF THE CURB A40 GUTTER BE CONSTRUCTED PARALLEL TO THE SLO SUBBASE COURSES AND TO TIE DEPTH OF THE PAVEMENT. 5. NLOWABLE CRHERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CI.ASSFDATION AND DESIGN SPEED AS SHOWN IN APPENDIX A R DF THE VDOT ROAD DESIGN MANUAL. D • D D D D D. • D D D D ______--- D 1C THIS AREA MY BE CONCRETE AT THE OPTION OF THE CONTRACTOR ° COMBINATION 6" CURB & GUTTER 10 502 VIRGINIA DEPARTMENT OF TRANSPORTATION WP-2 TACK COAT THE PROPOSED CONSTRUCTION JOINT A SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) �Q 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF MAIN LINE SERVICE LATERAL SECTION 4sro'D" KA IN LINE WYE-TEE PLAN VARIES F SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 1.5 OF SM-9.5A 2" OF BM-25 000000000 OD 00000: 6" - VDOT #21A BASESTONE COMPACTED SUBGRADE )PAVEMENT SECTION C1 2 Not To Scale 6" - 3,000 PSI CONCRETE AT 28 DAYS OR STRONGER. WIRE REINFORCING OR 0 0 0' o"o 0 0 0 #4 BARS AT 12" O.C. O O O o O O O O COMPACTED VDOT #21A COMPACTED SUBGRADE TO BE FIELD VERIFIED 2 �DUMPSTER PAD DETAIL C1 2 Not To Scale EXISTING ASPHALT LAYERS ------------------ EXISTING SUBBASE ___________________ COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MMMUM 1'/, INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) • MINIMUM 12 INCHES. OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) PROPOSED ASPHALT LAYERS PROPOSED SUBBASE NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVE BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1'/ INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE,UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. S. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(0) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(0) OF THE SPECIFICATIONS. ROAD AM `��ANDARDS ASPHALT PAVEMENT WIDENING SPECIFICATION REF RENCEE MET I OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 315 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Sheet Phone: 4M-227-5140 ChanoKesville, VA 22902 shimpcngineenng wm u M. SBIMP P ic, o.45183 10 1j612� w4 o �v `SSIONAL �� MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD - FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION: 01) 2020.06.15 02) 2020.06.22 [ARBI 03) 2020.08.10 [ARB] FILE NO. SITE DETAILS 19.078 CG-12 DETECTABLE WARNING SURFACE WE TYPE B (PARALLEL) APPLICATION R Y.7/Q VIRGINIA DEPARTMENT OF TRANSPORTATION 203.06 SPECIFICATION IEFTKNCE 105 502 STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION 201.01 SHEET C12 OF 13 C12 C D L V NI I H AC EC SSIBLE-1 E A R7-Ba vnA AccfsvaE VAN ACCESSIBLE R7.80 VAIACCEWAW II� PARIMAPPUGNTp1 DIRECTIONAL APPLGATION COLON@ LEGUID -GREEN IREITRRREFUCINEI OR RIACK COLORS LEGEND -WHITE IRETRORENECTMEI 81GgiRUD-WHITE (REIDRREREGfNE) BACKGROIRD-BLUL IRRROREREGINEI A R C D E E G H J K L IP O 775 4.TB IS 15D 5 10 1571 1189 Ile Is 9 375 438 '1_ffi 2D 1 15D 2493 &7B9 15 SEE SHEET 3 OF 3 FOR IFS A �fff (���� //r BEARING PLATE DETAILS 4 SPI - / 'SEE NOTE 6 I `` (TYPE I LA TWO SECTIONS OF W-BEAM RUN ON ONE SET INSIDE THE OTHER B EANCHOR PLAN BOLT 6"LON�A 5/ DIA. EXP. ANCHOR (FOR STANDARD GR-FOA-6 BOLT 6• LONG WITH TYPE B RUN-OFF DETAILS, WASHER SEE SHEET 3 OF 3.) �IF ASPHALT CURB RER OSADMC 3 4 5 6 THREE 5/e" DIA EXP. I I I I ANCHOR BOLT 6" LONG WITH WASHERS. 9 11 2 ELEVATION NEW BRIDGES - ATTACHMENTS ONE WAY TRAFFIC - RUN-ON, 2-GR-FOA-1, TYPE I - RUN-OFF, 2-GR-FOA-1, TYPE II TWO WAY TRAFFIC - RUN-ON, 4-GR-FOA-1, TYPE I EXISTING BRIDGE ATTACHMENTS AS SHOWN ON PLANS. TWO SECTIONS OF W-BEAM (1 ONE SET INSIDE THE OTHER. II Li 8 e• Mix. i B' MAX. �. MAx. V-0' / nA 111010 (TEST sYOOrH " 1` STIlB)ARD PPE: Ole O.D. STANDARD FIRE FOR RALS agi'iffffU mv`T yh' O.D. EKTRA STNONO M FOR P0515 ZZA MAX. MLH r I X4yx" O.C. (TYP.f HTM��pWpp pptl�� ATEMH Sig stutGROAELECORTAR RUBBLE CGNCItETEDRAIL INSTALLATION HANDRAIL (GUARD) INSTALLATION ON WALLS HANDRALS SHALL BE GROUNDED NO EFFECTIVELY BOLDED. GRWNIHC MATERIALS NSTALIATON TO BE M ACCORDANCE WITH ST'D. FE-8. FOR Al DETAILS AND ntIIENSI NS NOT SHOWN SEE SPIN, FE-CL. STIADNO fE-OL PSP3'ODS•T SLINE POST _ LINE t - SPI OD RO RpO( PO ROORS LI1 AROOND AL POST x tsmgmOD ELECTRODE 4" COVER P4 0.D, I,IETAL SLEEVES TO BE CENTETIED TOP OF 'w.. mA ISi1LTS <TYP.I WALL a" 0'-0" :• ! + t +,� + J !} END OF RUNNING WILL �NTRACTION ANTI- REOM RW-2 RETANNG WALL ,k , tt + •! '!a ++ --. Lk++! ! t•l++. t ALTERNATE INSTALLATION ON WALLS t!. '•!! t t t t !. at -i iX9E5H'�NppLRI,V�L a+ t •! a IS TO BE USmAT1ppEN�1W'l ApS1�A�TPR TEC110N FOR RETEST �µAy�S RAID SHOULD ICU.M e• MwguM CONTACT WITH SOL N4PACTRE FOR VEOENIIILMY PLR�OTECTRM( SIAPNO�GEIIIRDItIi� 9VEo18o eE Usm HA(DRAL TO BE Il1 ACCORDANCE WITH THE LATEST Ee1ON OF THE VRGNA UNIFORM STATEWDE BUIo CODE STANDARD METHOD OF HANDRAIL LOCATING AND ERECTING R4v. 7/04 W4 MONA DEPARTMENT OF TRANSPORTATION 1101.1115 CR-FOA-1 MINA SPACES GR-2 OR TERMINAL ENO TREATMENT NOTES: 1. FIXED OBJECTS MAY CONSIST OF BRIDGE RAILS, ABUTMENTS, PIERS, RETAINING WALLS, OR OTHER FLAT SURFACED STRUCTURES WITH VERTICAL FACE. 2. BRIDGE RAIL ENDS AND BRIDGE PARAPETS MUST BE OF ADEQUATE STRENGTH TO ACCEPT FULL IMPACT LOADING. 3. GUARDRAIL COMPONENTS SHALL BE IN ACCORDANCE WITH VDOT ROAD AND BRIDGE STANDARDS. 4. POSTS 1, 2, 3, 4, AND 5 REQUIRE AN ADD- ITIONAL HOLE TO ATTACH BLOCKS AND/OR RUBRAIL. RUBRAIL IS NOT BOLTED TO POSTS 2 AND 4. 5. BOTTOM WOOD BLOCKS LOCATED ON POSTS 1 THROUGH 4 ARE CENTER DRILLED AND SECURED WITH GUARDRAIL BOLTS (LENGTH AS REQUIRED). 6. APPROPRIATE LENGTH 7/g" DIAMETER ASTM A449 HEX BOLTS WITH WASHERS MUST BE USED WITH THRU DRILLED HOLES AND A %8' BEARING PLATE ON THE BACK SIDE OF THE BRIDGE PARAPET OR TERMINAL WALL. 7. DRIVE NAIL WITHIN 2" OF THE TOP OR OTTOM OF THE BLOCKOUT AFTER " X 18 BOLT IS INSTALLED. III 9 8. SEE SHEET 3OF 3 FOR RUBRAIL BLOCKOUT DETAILS. BRIDGE TERMINAL OTHER FLAT STRUCTURE 7 N B B v _ ES� III n 9 Z N OO 10 —W IT C!I N STEEL 10Drev GO�MON TGALV. NAIL. A NOTE 8. oBOLT& DRAIL ID I SEE NOTE 6 N N I SEE NOTES 4 & 5. I I T A .:A m L SECTION C-C SECTION ION A -A TI ITEM MATERIAL/SPECIFICATIONS/NOTES ' X 18" LONG GUARDRAIL BOLT AND O CESSED NUT Ora STANDARD 6" x 8" WOOD POST AND BLOCK O3 STANDARD Al TERMINAL CONNECTOR O STANDARD W-BEAM RAIL O%" X 2" LONG GUARDRAIL BOLT N RECESSED NUT (SEE ST'D. GR-HDW) ORECTANGULAR PLATE WASHER (SEE STT. GR-HDW) OBENT PLATE RUBRAIL (SEE SHEET 3 OF 3) OC6 X 8.2 RUBRAIL (SEE SHEET 3 OF 3) X 8' X 7'-6" LONG WOOD POST & O8" g 8" X 8" X 14• LONG TREATED PINE BLOCK OR RECYCLED MATERIAL 10 WASHER FOR %" BOLT SEC 0 SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. �VDOT REFERENCE W-BEAM GUARDRAIL - FIXED OBJECT ATTACHMENT ROAD AND BRIDGE STANDARDS 505 FOR USE BETWEEN VERTICAL FIXED OBJECTS AND GUARDRAIL (WOOD POSTS) REVISION DATE SHEET I OF 3 VIRGINIA DEPARTMENT OF TRANSPORTATION 01/14 501.25 EX, EX. �I l I � I +•1'.-- ---.. - �9n "d'nft�Vl3w5o 1 )TRUCK CIRCULATION C1 3 SCALE: 1 "=50' T. M. 78-6 LO .65 LOW RI MO D.B. 52D.B. 01— 6) I SIGN O O E% DI J FENCE POST' SET POSITION OF SLEEVE IMMEDIATELY BEHIND TOPMOST COMPAC UNIT. SLEEVE -IT W' 1224R LID :(12 CAP UNIT LEEVE-ITTM FRONT DEEP 'fD X 24') DEEP CUT THE GEOGRID SLEEVE AROUNDTHE HALF FILL SLEEVE WITH SLEEVE-ITTM SYSTEM REAR 1 CONCRETE, SET AS NECESSARY SLEEVE HALF FENCE POST. x SRW UNIT STRUTS COMPACT TO 95% MOO REINFORCED PER ASTM D698. BACKFILLZONE CANTILEVER BASE VERTICAL GEOGRID LEG 'FENCING SYSTEMS APPROVED FOR USE WITH THE SLEEVE-ITTM 1224R ARE LIMITED TO THE FOLLOWING HEIGHTS: CHAIN LINK - UP TO 81 PRIVACY -UP TO 6-FT (WOODEN, PVC, METAL). POST SIZE 4'X4' MAX. DETAIL OF FENCE POST INSTALLATION USING SLEEVE-rrm 1224R N.T.S. ASSEMBLY & INSTALLATION 1. Gemmel- The Shism IlTM poet foundation system shall be purchased and instabid by the retaining wall connector to tmportue Ni BetlmBson as prescribed by retaining well manuummr. Backfill matalAl above and surrounding the fecilpale Mum fence post Inslco laron. Contractor moll wrty proper spacing requirements prior o installation. Sleeve-Itn^ system moat be wmpil o a minimum ot95%of the maternal'W maximum drydewily ss delammired by ASTN 2. Assembly & ImMllation - Refer m ins$ ons proN wlN unw br specific informdlon reMted b the assemby, tithe D4N (Sb,ndend Prow r). Backill and compaction Within tome fast of Me Well face should be psdomred With hand operated Sleeve -It'" system and the coned installation prombure. When the segmen al retaining Wall has been constructed to Mro a idpment as remmmendatl by Me National Conceals Masonry Association (NOMA) SRW guidelines. Core should be taken feet from top not including the censors: during the first S8' lift to avdd affil is Integrity of me struts extending beck into the beddill zone. Shp 1: Prep se a level area approximately 24' Wide x 36' deep behind Me well fete. The amparetl area should be 24' Repeat Above Steps for next Stimm ItTM unit. below the proposed oP of Wall (rot inc ing me cap Ski Si 2: Take the two sleeve halves, one front (w slots) and one beck (With sbla) antl lay them on a level surface With the IN Whoa installing farming, posts must be command into me Sleeve-10a mvity. (smooth fingers) and Me OUT (mMed fingers) oppose each other, parreesve the hot sleeve halves by pushing the IN Fence poets shall extend a minimum distance of 18' into the Weave to ensure proper One OUT finger sets. Enemaelee eM al low tlrewmaprocedure wma other side . Stand tlw untt system, All andhmufae. on me'yn of the ventral ofcthe cum, tbaee. base. Do not notinmallpoatsbr ostsSunnihim slpvar ro Nano ly and use pl•slde vartlwlly antl use ma two plastic Los to sews the sleeve halves fees a ryliMriml unit veNml leg orb wall fare. Fill payiy canpletely with wncrate. When concrete cures, tapcoil a other suuficol cover maybe Man e my Hops 3: Place to Pla u l coated cantilever base on the prepared area WHh me vertical upright about m from to ell ofthe placed over the SI.It- system b aaete final, frusho l appeamirw block. Shp 4: Slide the sleeve mer the vertical leg lthe uncoate t portion) With to slipped ads of be sleeve facing away form to The SleeNe-tw product $Net be evenly spaced W farther apart than 10 rest m centers in any Mae. Use athe Skavo-ltTM well race. syahm Is limited to me blowing fencing applications: steps: Slip the unmated end A each shut through the slots located in me beck of the cleave and conned them b the - Goat high and under chain link fences - $-foot high and under wood once With Espa between Emma topmost trimmme, bar on me vertical leg Imdo to sleeve. Connect Me cometl once of me source to Me ccaked base - 6-foot hight and under ballmomaded PVC, steal, aluminum a wrought iron fences. Portion ot me steel cantlever on me second tan$vane her ism me reerotme base- For pmar fencing systems specifically not meeting these mhos con act Stands Systems Inc. to Memphis, Shp e: Reposition the entire system m needed by liming it using the by benavase bar of me vamral portion a to steel witimPsy.1(900)a90-1750 Or email sbeh®peogrid.esm cantilever inside the sleeve after assembly. Make sum me wall halter for any remaining co news 0block is aocounted for when posbonirg me SleevaltTM in Its final orabun. ALL material may to subject b site timing for compliance b ma alove specifications. Step 7: Flow enough XV clean more around be system to Sol t Set the lid in piece with the handle perpentliwlar pr Well face nameeauring gubatoensure met ma red Sleeve-nTM is boom won me mmenhands FOR MORE INFORMATION CONTACT: pacing0ee as by proper spacingnsqulre geo,ne as directed a me Noce system, perpendicular me well face mumf o STRATA SYSTEMS INC., Shp When around! mri Sleeveper system, slit is geogritl ������� around doom mu" a ON m fold around be sleeve ensuring mat the grid A propety attached o me well race everywhere won me exception of Wlsre 1-800-680-7750 me sleeve Is. This method is acceptable by geogrid manufacturers when obstacles such as pence post tounb some are OR present strata@geogrid.tXOm DATE: 12/15/2007 SCALE: NETS DWG NO. SLEEVE-ITTM 1224R SECTION NEW 10' SWM W= NAIL SET (POINT OF BEGINNING) NEW 10' SWM DES �. E EMErvT EX. IS EX, DI T.M.78-7 I LOT 8 m 5.59 ACRES (DOES NOT INCLUDE / / OVERLAPS OR GAPS) / FLOW 1300 RICHMOND LLC I D.B. 5272-714 II D.B. 1168-546, D.B. 440-37 PLATI _ SAM1 PH D.B. 229-569 & D.B. 201-454 �LF T Ei(CII Ex. «� NH � I Ex. ONE STORY MET / &BLOCK BUILDINGAL / i' p1290 FX. GUARDRAIL �urvo NEW 10' SWM ACCESS — //� SU-3 \ --� fix. �I Ei \ o0 -40 VEHICLES TO USE CENTRAL ENTRANCE iH SITE TO PANTOPS CORNER WAY SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Street Phone: 404-227-5140 Chadothsville, VA 22902 shimp-engineenng won ICJ G1r 0 N U M.S a iC. 0.45183 � �I6�2o w4 O 810NAL ECG MAJOR SITE PLAN AMENDMENT X '� ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD - FLOW ,I AUTOMOTIVE I VNIPI I O O SUBMISSION: 2020.02.21 REVISION: 01) 2020.06.15 02) 2020.06.22 [ARBI 03) 2020.08.10 [ARB] FILE NO. SITE DETAILS .,al SHEET C13 OF 13 C13J d . n ulli Y a=..r FLOW AUTOMOTIVE OF CHARLOTTESVILLE Audi - Porsche - Volkswagen - Mazda ARB Revised for Submittal #3 dated August 10, 2020 (of original February 24,2020) *Revisions to drawings and renderings highlighted red. R R W A R C H I T E C T S 112 teurth street NE onarlottes, ll le Mgirtla 22902 434.971.7160 .w..brw arcbltects.com AERIAL PERSPECTIVE RENDERING OF PROPOSAL FLOW AUTOMOTIVE DEALERSHIPS DEVELOPMENT ARB Submittal SUBMITTED June 22- REVISED August 10, 2020 A New Site and new Direction for Flow Dealerships Earlier this fall, Flow Companies was presented the opportunity to ac- quire the Old Malloy Ford property as a substitute for its current prop- erties across Richmond Road. This document introduces all four of the previously reviewed dealerships on this completely new site. Throughout 2019, Flow Automotive, Inc. has been extremely appre- ciative of the Albemarle ARB in its guidance for the development of both the new Audi /Porsche dealerships on 1313 Richmond Road (ARB-2019-55) and the VW /Mazda dealeships on 1289 Stoneypoint Road (ARB-2019-47). While having spent a good deal of time this year working diligently to find the best design solutions for both locations, we always faced serious limitations on these sites making each less than ideal for efficient operations. Thus, with the opportunity of acquir- ing the old Malloy Ford site - across the street from their current Audi/ Porsche complex - the decision was made to switch gears and pursue this change of direction. This new address - 1300 Richmond Road - is comprised of 2 adjacent lots - the old dealership and Service Building on the east side (TMP 7800-7) and the the Pre -owned building and ma- jority of parking on the west side (TMP7800-6.) Flow finds many advantages with this new site that we hope may also be seen as a boon to the County and EC. First and foremost, this proj- ect would reutilize a major portion of the existing Malloy site. In keeping the large Service building, Body Shop as well as re -purposing the Pre - Owned Building, this redevelopment is a sustainable option in its preser- vation and re -use of existing resources. Further, the replacement of the existing old showroom along Richmond Road with the new Porsche / Audi complex will result in a much needed renovation of the rambling, outdated structure. The resulting project will be a fresh, clean design; bringing about a much improved condition along a very visible stretch of the Entrance Corridor. The Board will likely recognize the design's similarities with the previous project across the street that was 'condi- tionally approved' by the ARB this summer There was much discussion about the limitations of the previous VW / Mazda corner site: the large electrical easment, difficult access and a long narrow lot were all features creating problems for future planning R R W A R C H I T E C T S 112 fourth street NE cherlottesvllle mrgin1. 22902 4 34.9 71.7 160 www.brw-e rcbitec[s.com While we felt the previous design 'made the most' of a difficult situa- tion (and again we thank the ARB for helping sculpt those solutions), ultimately these compromises were leading to an inefficient site with crowded operations. Ultimately, a car dealership may not be the best fit for such a prominent locaton in the E.C. On the other hand, 1300 Richmond Road provides ample space - and not to mention, already developed space - for operations of all 4 dealerships combined. Further, we've found through a lengthy vetting process that a majority of the existing site's facilities can be re -used; which again is perhaps a more sustainable solution. Finally, vehicular drop-off was always a problem at the 1313 Richmond Road site. Due to limited space, this activity has had to occur on Rich- mond Road. At the new site, with the additional Road being built for the adjacent Wawa development, proposed vehicular drop-off will occur in the rear of the site via the new Road off of Stonypoint. With the previous Porsche / Audi project having gained conditional ARB approval and VW/ Mazda also having undergone multuiple re- views, we understand a good deal of effort has been put forth on these projects to date. We respectfully ask again for the ARB guidance in finding the best possible solution for both the dealerships in their relation with the Entrance Corridor. NEW DIRECTION FLOW AUTOMOTIVE DEALERSHIPS DEVELOPMENT ARB Submittal SUBMITTED June 22- REVISED August 10, 2020 R R W A R C H I T E C T S 112 fourth street NE charlottes, Il le,Irgirtla 22902 434.971.7160 .w..brw archltects.com USED CA ® O Q, EXISTING SERVICE AREA m i U- oo I U.S. ROUTE 250 RICHMOND ROAD (EX) , i Oo v scale : 1 " = 80'-0" "O EXISTING SITE PLAN FLOW AUTOMOTIVE DEALERSHIPS DEVELOPMENT ARB Submittal SUBMITTED June 22 - REVISED August 10, 2020 I L 1 I I I I I I 1 I I I I I I I I I I I I I I I I R R W A R C H I T E C T S 112 fourth sLreet NE charlo¢esvllle Mgin1. 22902 434.971.7160 www.brw aruhi[oct,,.com ®i - eI I 1-M G wm o sec U.S. ROUTE RICHMONE 1 l 1 EXISTING SERVICE FFE APPROX 414 TO REMAIN NEW SALES BUILDING FFE 417.00 NEW SALES BUILDING FFE 419.50 r i I 1l 1 1 1 - 1 I 1 11 2 k7 J2 scale : 1 " = 80'-0" (o z i 40 NEW SITE PLAN FLOW AUTOMOTIVE DEALERSHIPS DEVELOPMENT ARB Submittal SUBMITTED June 22 - REVISED August 10, 2020 YYY!!lIII (�T,r�TpTlMRiglr llol" -70F MEW TO AUDI & PORSCHE OF CHARLOTTESVILLE SHOWROOM RENOVATION & EXPANSION R R W A R C H I T E C T S 112 faurtb street NE charlottewIllp Irglnla22902 434.971.7160 www.brwa rcbitec[s.com �i A A _ r The project on the site's East side (Parcel 7800-7) is a new addition expan- sion of the existing Ford complex transforming the old empty Ford dealer- ship into a new Flow Audi and Porsche Showroom as well as a renovation of the existing Service Building. While the Service Building block in the rear (not visible fro the EC) will remain, the entire front of the old Ford com- plex - including showroom and offices - will be demolished and replaced with a new updated complex, and a design that should be familiar to the ARB. As with the previously approved project reviewed last year, this new design is a dealership hybrid - marrying Audi on the west side with a Porsche Showroom on the east. The Audi portion of the building picks up from where it left off from the previously ARB approved but unbuilt design planned for the lot across the street. The new proposal for the existing building's west (Audi) side is similar in size and scale to the previous design and it employs a ground to roof curtain wall running across the front facade - a major feature that can be seen as both contemporary but also maintaining time honored classical elements. The vehicular drive-thru is represented as a minor massing in relation to the main showroom; thus helping to break down the scale of the overall facade. In composition, one can point to the buildings unadorned glass box as conveying the beauty of simple, whole geometry. Further, architectural elements - such as the repetition of the glass and its repetitive slender vertical framework - evoke a strength of repetition and subtle rhythm one finds in more classical buildings. The Audi Entry is an elegant recess within the front facade. With a reduced palette of materials, a general design theme is an uncluttered minimalism; an idea drawn from classical precedents. Porsche's curved facade is well suited to the new site in how its form ad- dresses the corner of Town and Country Road. You will note in the per- spective renderings that this portion of the facade is couched within the landscape as it is downhill by @ 10-15' from the corner of Richmond Road with Town & Country. One might argue Porsche's form and massing is a better fit at this new location vs. the previous site. The Porsche addition keeps the same material palette planned for across the street; which were revised per the previous ARB process commentary. These materials are compatible to Audi. The metal canopy complements the anodized glass frame of the Audi glass wall front and forms a suitable contrast to the transparency of the glass. An entire front facade make -over, this project is a major upgrade over the exisiting out -dated dealership. Pehaps, just as important, from a sus- tainability perspective, the re -use of this site / building saves resources; and a general goal is to maintain large portions of the site without major disturbance. On a building scale, the new showrooms are an improvement in that they will add a crisp, fresh design to the corridor and provide quality spaces filled with plenty of natural light on the interior. While the new exterior designs maintain some of the characteristics of each corporate identity, the overriding intent is to create a cohesive building and one that is in keeping with the local character and Entrance Corridor Guide- lines. After last year's February 4, 2019 work session and April 15th 2019 Con- cept Meeting with the ARB for the previous project, both dealerships made a number of design changes to address the Board's comments. We have maintained these revised architectural elements in this pro- posal. These design features include the following: 1. minimizing the drive-thru location which thereby reduces the overall canopy size - (in this new project the drive-thru is now an exterior lane under the metal canopy.) 2. reducing the metal canopy volume and overall building height by removing its top 4'-0" panel, 3. revised the Porsche storefont glass widths to a 4'-0 module for consistency to the Audi design as well as 4. modifying the vertical connections of the curtain wall frame in the Porsche central glass entry - changing from butt joints to anodized frame - to again tie into the Audi framework and create more overall design consistency and 5. the columns were enlarged in order create a more solid connection to the ground. Again, an important issue in this program is not just looking at either side or dealership in isolation but rather designing a building that works as a whole; and stands on its own merit to be a positive addition to the En- trance Corridor. In this way, a design goal is finding ways creating com- positional unity. We are finding this unity in materiality, overall massing as well in more focused architectural detail. We are proposing a brick siding for the new building side elevations; one that takes the place of each corporate standards materials of cement paneling and black corrugat- ed metal. Regarding the more general building composition, roof heights were modified to reflect the sloping grade. On the detail level, more minor architectural elements were brought into alignment; such as the Porsche banding pattern with various featires pf Audi's facade. Also, de- fining the 4'-0" glass width lends to this idea of consistency - maintaining a shared module of the field of glass; furhter tying the two sides together. While a separation is requested by both dealerships to avoid blending of branding identities, the central block - a simple recessed wall of minimal dark gray metal paneling - provides an architectural element that mar- ries the two styles while creating a pause for transition. PROJECT NARRATIVE FLOW AUDI PORSCHE AUTOMOTIVE RENOVATION AND EXPANSION ARB Submittal SUBMITTED June 22- REVISED August 10, 2020 00 i th 471) 0 II I I J_J 71' - 2 5/9' 5' HIGH W CML1 WALL �04' - 0„ EXISTING BODY SHOP ELECTRICAL PANELS TO REMAIN OVERHEAD _JL_J J_JL_JJ_ L_J_ll_JJ_J EXISTING FORD SERVICE Ell� —ITTTJJF<X > II I 01 <>I 10� I <> II 1— I J I I I I I LIII - 1 J _L JL-- — I 11 L J L —,.K ING DOOR EXISTING FORD SERVICE RECEPTION I � I EXISTING FORD SERVICE RECEPTION I I CANOPY I 7 LIM .......... -----------°� R R W A R C H I T E C T S 112 teurth street NE charlottes, I He,Irgirtla 22902 434.971.7160 www.brw archltects.com EXISTING ELECTRIC PANELS v414' - 0" EXISTING FORD SHOWROOM 11 scale: 3/64" = 1 '-0" ISTING PLAN FLOW AUDI PORSCHE AUTOMOTIVE RENOVATION AND EXPANSION ARB Submittal SUBMITTED June 22- REVISED August 10, 2020 R R W A R C H I T E C T S 112 faurtb street NE chorlottesvllle virginla 22902 434.971.7160 www.brwa rcbitec[s.com - -1 F F- TT Tr -F n rf - -1 U L J II II II F--1 II 4l, I I 1 1 11 1 I� I I I I I I II I I I I I II I I I� II I I EXISTING TO REMAIN I1 -- -- -- --7F T7— �--�� 414'-0'. 11 1 -Tf Th 11 I 1 II 11 1 1 1 I I I 1 �>1 1 c�o- 11 1�1 a��l 11 ��I ��I 11 11 11 � 1 II ll 11 1 II j1 1 1 II 11 II r _ _ L J — —� �_-1771, �------ll--ll--J — M, AI A'-n- �1 LJ - (EX) SHOWROOM TO BE DEMOLISHED L-- I II II °----------°----------�J 417-0" NI � IN I I M1 IN II 1 NI IN I scale: 3/64" = 1 '-0" DEMO PLAN FLOW AUDI PORSCHE AUTOMOTIVE RENOVATION AND EXPANSION ARB Submittal SUBMITTED June 22- REVISED August 10, 2020 NOTE: VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 7mil- 77�lllll7 IIIIilil I I I I I I I Hi I F — -1 �61��� 0 I I I I II I II I L-1 1L J EXISTING TO REMAIN II I II I II I I II I® M HIIIIIIIIHI I_11II HII II II I I IN I I SIT" ■i11 �� � li ,� tti I■I I■I I■I LI . _ n� 1 R R W A R C H I T E C T S 112 teurth street NE onarlottiI le vlrgiNa 22902 434.971.7160 www.brw arcbltects.com a �414' - 0" 10 LL- r u I I ii r �i� �]I I o e o I Id b e - I vdNEW PORSCHE 4/ o 'SHOWROOM / scale: 3/64"=1'-0" i o U NEW PLAN FLOW AUDI PORSCHE AUTOMOTIVE RENOVATION AND EXPANSION Al Submittal SUBMITTED June 22- REVISED August 10, 2020 8'R W A R C H I T E C T S 112 fourth street NE dle Hottesvllle mrgin1. 22902 4 34.9 71.7 160 www.brw-architects.com MFC-H I INITS AUDI RTU SIGHTLINE PORSCHE RTU SIGHTLINE scale: 3/32" = V-0" AUDI & PORSCHE RTU SIGHTLINE STUDY FLOW AUDI PORSCHE AUTOMOTIVE RENOVATION AND EXPANSION ARB Submittal SUBMITTED June 22 - REVISED August 10, 2020 R R W A R C H I T E C T S 112 teurth street NE onarlottesvI le Mgirtla 22902 434.971.7160 .w..brw arcbltects.com NEW - FRONT PERSPECTIVE FLOW AUDI PORSCHE AUTOMOTIVE RENOVATION AND EXPANSION ARB Submittal SUBMITTED June 22 - REVISED August 10, 2020 ACM dry -joint Brick veneer - Recessed metal Curtain wall with 2° Matte white. ACM of Brick veneer - Metal paneling @ Curtain wall with g _p I/q• Sloped skylight Aluminum composite metal panels - minscreen system - Glen- Gery Steel corners - grey finish anodized frame interior ceiling fascia Glen- Gery Steel recessed building anodized frame @ entry T-2 I/z' 3 -0 t/4!' matte (MICA OPT) finish (revised from matte (MICA OPT) finish Grey K72-3008 beyond - CWM Grey K72-3008 connection - VM MTLC BSX SLVR per ARB comments at Service Drive portal White finish QUART - ZINC finish. submissions 3/4/2019) PORSCHE R F 445' - 9- A DI ROQF 440' - 2• M M 'tu ma 11 - (N NUBeMoapM :o ^HE LX A DI SHOWR M A IS P H ONWROOM 41 419'- b' UDI SERVICE DRIV AUDI SHOWROOM SHARED SPACE PORSCHE SHOWROOM ACM dry -joint P-0" wide interior Aluminum curtain Structural glazing of -EIFS beyond- color Exterior canopy rainscreen system - columns - silver finish. wall at entry - black showroom - vertical butt to match ACM columns - black finish matte (MICA OPT) finish Revised from ARB painted @ vertical joints with gloss fins at entry portal submission 3/4/2019. mullions below 10'-0' behind NOTE: 1. VISIBLE LIGHT TRANSMITTANCE (VLT) SHALL NOT DROP BELOW 40%. VISIBLE LIGHT REFLECTANCE (VLR) SHALL NOT EXCEED 30%. 2. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 8 R W A R C H I T E C T S 112 fourth eveet NE of w101tesvllle mrgin1. 22902 4 34.9 71.7 160 www.brw-architects.com scale : 3/64" = 1 '-0" AUDI- PORSCHE FRONT BUILDING ELEVATION FLOW AUDI PORSCHE AUTOMOTIVE RENOVATION AND EXPANSION ARB Submittal SUBMITTED June 22- REVISED August 10, 2020 op B R W.A R C H I T E C T S 112 fourth street NE charlottes, I Its t1rgh]. 22902 434.971.7160 www.brw a,ehltects.cvm Audi Charlottesville , F ' AUDI- PORSCHE FRONT PERSPECTIVES FLOW AUDI PORSCHE AUTOMOTIVE RENOVATION AND EXPANSION ARB Submittal SUBMITTED June 22 - REVISED August 10, 2020 R R W A R C H I T E C T S 112 faurtb street NE chorlottesvllle virginla 22902 434.971.7160 www.brwa rcbitec[s.com AUDI - PORSCHE SIDE PERSPECTIVES FLOW AUDI PORSCHE AUTOMOTIVE RENOVATION AND EXPANSION ARB Submittal SUBMITTED June 22 - REVISED August 10, 2020 n� H R R W A R C H I T E C T S 112 teurth street NE onarlottes,I le Mgirtla 22902 434.971.7160 .w..brw arcbltects.com EXISTING - PERSPECTIVE - LOOKING WEST FROM RT.250 FLOW AUDI PORSCHE AUTOMOTIVE RENOVATION AND EXPANSION ARB Submittal SUBMITTED June 22- REVISED August 10, 2020 N f y B R W.A R C H I T E C T S 112 fourth street NE charlottes, I Its t1rgh]. 22902 434.971.7160 www.brw a,ehltects.cvm EXISTING - PERSPECTIVE - LOOKING EAST FROM RT.250 FLOW AUDI PORSCHE AUTOMOTIVE RENOVATION AND EXPANSION ARB Submittal SUBMITTED June 22 - REVISED August 10, 2020 r �\ v 7 M 't' -Z�:�F vas °�� -•-. 4 T ♦� f PO" ROOF 445' - 9" No N E Structural glazing at showroom - verfical butt joints with glass fins behind B R W A R C H I T E C T S 112 murt4 street NE charlattesvll le Marla 22902 434.971.7160 www.brwa rchltects.cvm Existing building to be re -painted dark grey - EXISTING REAR BODY SHOP BEYOND NOT VISIBLE FROM E.G. Aluminum composite metal panels - matte (MICA OPT) finish. garage door columns - black finish DRIVE-THRU CANOPY NOTE: 1. VISIBLE LIGHT TRANSMITTANCE (VLT) SHALL NOT DROP BELOW 40%. VISIBLE LIGHT REFLECTANCE (VLR) SHALL NOT EXCEED 30%. 2. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. Audi Service Drive- EXISTIN SERVICE AREA 71'- 11 71N' PARTLY VISIBLE FROM E.C. ACM dry-joir system @ an more (MICA v Beefing building to be re -painted dark grey to match ACM paml— More white ACM at interior Curtin wall with 2- Parsche building roiling fascia beyond - anada d frame beyond CWM white finish PORSCHE ROOF — - 44j 9' \- —. --AUDI F 440'-2' U �) b S O z O AUDI SHOWR OM 417'-0' Brich veneer - Glen-Gery Steel —Recessed metal Grey K12-3008 corner- gre/ finish - Pointed EXISTING TO REMAIN AUDI SIDE - WEST ELEVATION scale: 3/64" = 1 '-0" PORSCHE SIDE - EAST ELEVATION scale: 3/64" = 1 '-0" AUDI - PORSCHE SIDE ELEVATIONS FLOW AUDI PORSCHE AUTOMOTIVE RENOVATION AND EXPANSION ARB Submittal SUBMITTED June 22- REVISED August 10, 2020 -- s `4� . r �} _i✓ v. Ail .01 TA lJw aift- 4"w'! Aw All Old Mazda R R W A R C H I T E C T S 112 tuurth street NE cnarlcttesvl lle Mginla 22902 434.971.7160 www.brw arcbltects.cvm Goodwill Store �w .may �f v i 4ktif Future Wawa Development Proposed FLOW Mazda - VW beyond 1. c F dMW of Cnancttewille - ��sue�-tea AIL BMW of Charlottesville across 'W It ELEMENTS OF ENTRY CORRIDOR GUIDELINES FLOW AUDI PORSCHE AUTOMOTIVE RENOVATION AND EXPANSION ARB Submittal SUBMITTED June 22- REVISED August 10, 2020 Proposed FLOW Audi Porsche Old Audi Porsche across 6 a A n R C H I T E C T S 112 fourth street NE dle Hottesvllle mrgin1. 22902 4 34.9 71.7 160 www.brw-e rcbitec[s.com Guadalajara Restaurant Brown Toyota across In developing a new identity for this site, both Audi and Porsche look to create a building that responds to the guidelines for the Entrance Corridor. While using modern design and materials, the intent is for tak- ing cues from the scale, texture and detail of the surrounding Entrance Corridor and the historic precedents of the larger community. Compatibility with the Character of the Entrance Corridor The size and scale of this building compares appropriately with the size and scale of buildings on both sides of the Entrance Corridor. It would fall into the moderate to large range in comparison to other buildings in the area and will be the same scale as the existing building. The Entrance Corridor along US 250 east of Charlottesville at Pantops represent a diversity of architectural approaches to design and scale. A good portion of the development along the stretch includes a num- ber of buildings using different materials and a variety of architectural styles. The Union Bank and UVA Credit Union buildings use painted white brick, the Montessori school is a more contemporary design which use scale, material and texture to accomplish their appropriate- ness within the district. Toyota has used modern materials to modify its trademark building to break down the scale of the building down into section that reflect the historic scale of much more traditional buildings of the region. Form, Shape, Scale, and Material Creating a Cohesive Whole This renovation / addition breaks down the scale of long facade and create variations on the facade. The Design narrative goes into more detail regarding how the materiality and detailing help create a more cohesive whole. Buildings should relate to their site and surrounding context The different sides of the new design step down with the natural topog- raphy; which help it relate more appropriately to the site. Porsche's rounded eastern corner provides an suitable response to the corner of 250 and Town and Country Road. Buildings should have a human scale Both Dealerships provide a strong sense of entry and scaling mech- anisms that deal with human scale. Each respective Entry provides a focus and reduced overall scale to allow people to relate to buildings in a personal way. ELEMENTS OF ENTRY CORRIDOR GUIDELINES FLOW AUDI PORSCHE AUTOMOTIVE RENOVATION AND EXPANSION ARB Submittal SUBMITTED June 22- REVISED August 10, 2020 { T� alillt�n TrT11I1�'� - MAZDA & VOLKSWAGEN OF CHARLOTTESVILLE SHOWROOM RENOVATION & NEW CONSTRUCTION 8'R W A R C H I T E C T S 112 fourth street NE dle Hottesvllle mrgin1. 22902 4 34.9 71.7 160 www.brw-architects.com .f ' F Tt.. .: .. _ _ .a,• .ter �� ��! -. � 5 YMIIWZ�- .—c '4 'a ilk p Y'! ' L CL The project on the west side of the old Ford property (Parcel 7800-6) includes both a new Mazda and VW Dealership. Mazda would occupy what is currently the old Pre -owned building. While renovating the ex- isting structure, scope of work would also include 2 new small additions -one on either side of the buildng - as well as a completely new facade across the building front. The VW will be a completely new building next to Mazda. The new Mazda will provide all the amenities of a full -service dealership: an up-to-date showroom with waiting areas and offices, a vehicular drop off station as well as a new Service Bay Garage in the existing garage below. Related to the E.C. review, the new Showroom/Service Center will provide a much -needed upgrade from the existing dated structure. We see this project as an opportunity to enhance the character of the site by improv- ing the Site Plan with better organization and improved county recom- mended landscaping. And from an architectural standpoint, the project replaces the existing with a new building that is more appropriate for its prominent location. The current Mazda design standard is a contemporary style. Subdued with a simple combination of light and dark metal paneling, the exterior fapade shows enough variety to create and maintain interest and has a calm, cool demeaner; as apposed to being flamboyant and overwhelm- ing the rest of the character on the 250 corridor. Large storefront windows are added to the fapade which rounds out the material palette and provides a healthy amount of daylighting for the interior. Mazda's main design feature - referred to as 'the jewel box'- is a 2 story room enclosed in a glass frame that encourages one's gaze on the outside into the inte- rior environment. This 'jewel box' appears an appropriate answer for an addition to the existing building. In contrast with the rest of the white front exterior, it helps break down the scale of the building. Its prominent but well proportioned oversized glass wall is oriented toward a wonderful view and enhances the importance of its location. Further, the interior wall of the jewel box is lined with a wood plank tile which forms a warm contrast to the exterior and materially ties into the local vernacular. As with the previous 2019 design, this building's facade has traded the corporate branded white metal panels in exchange for white brick; which we see as a material much more in keeping with the local character and material vernacular. B R W A R C H I T E C T S 112 faurtb street NE charlottesvllle vlr&i. 22902 434.971.7160 www.brwa rcbitec[s.com In addition - per ARB Conceptual review comments, we have reconfigured the Mazda exterior facade by reducing the height of the front white brick wall making it 22' vs the original 26' height. This move brings about 2 positive results: 1. It breaks down the scale of the original building. Now there is a clear major and minor element to the building's overall composition. 2. It addresses the problem of the'blankness' of the original white wall. With its new reduced height, the wall appears at a more appropriate scale and from a compositional standpoint, it plays a secondary role to the 'jewel box' on the west side. The new VW complex will provide the some full -service amenities as Mazda. As with Mazda, this particular site layout is advantageous in allowing for efficient daily operations and a plus for the Entrance Corridor in the way it limits the visual noise of constant visible moving vehicular traffic on site. The VW location was mainly informed by the re -use of the existing pre -owned building. Given the need for their proximity in creating an efficient site - con- gregating massing, drive-thru bays and drive thru aisles - the new VW facade is placed alongside the Mazda complex. In this way, there is an efficiency of scale created on the site as well as the potential for re -using the already de- veloped parking in the front of the buildings. The VW building also picks up from where we left off on the prior design for the previous site per the 2019 ARB review process. Again, a buff colored stone paneling has replaced the original VW white metal panel; a standard in the companies branding material palette. Also, the white frame is broken down into smaller frames ;which help both break down scale of compostion as well as lend a human scale. The major VW change from the concpetual submission is - per the county comments - eliminating the light trough in the exterior frame. It's also worthwhile pointing out that while we looked at breaking down the scale of VW by recessing the Drive-thru block on the left, we felt that adding an additional element might introduce a 'busy-ness' to the overall composi- tion of VW and Mazda when looked at in unison. You'll note in the side by side comparison (see elevation sheet), that the VW building forms an appropriate counter point to the 2 part Mazda design. further, the lower VW building shows a relationship to the existing topography. The lower tier portion of Mazda's white wall provides a suitable transition between the lower roof line of VW and the higher eastern block of the Mazda building. We look forward to working with the county in providing the best possible de- sign solutions. PROJECT NARRATIVE FLOW MAZDA - VOLKSWAGEN AUTOMOTIVE RENOVATION AND NEW CONSTRUCTION ARB Submittal SUBMITTED June 22 - REVISED August 10, 2020 'Iron u 1 x -,k All \ • A� _ S _ - 4A� r A 4' r. • � pi B R W.A R C H I T E C T S 112 fourth street NE charlottes, I Its t1rgh]. 22902 434.971.7160 www.brw a,ehltects.cvm EXISTING - PERSPECTIVE - ENTRY LOOKING WEST FLOW MAZDA - VOLKSWAGEN AUTOMOTIVE RENOVATION AND NEW CONSTRUCTION ARB Submittal SUBMITTED June 22 - REVISED August 10, 2020 5.1 y }y y Ar, r a" Al ¢ . { 7 ' -Imp► .1 jm, �f all - �I111 c Hill E ��•., `� �y� 1. • �., � r'� :. i R C H I T E C T S 112 fourth street NE dle Hottesvllle virgin1. 22902 4 34.9 71.7 160 www.brw-architects.com � Vl�qwMlllffi 11/ 1 MAZDA - PERSPECTIVE - LOOKING EAST FLOW MAZDA - VOLKSWAGEN AUTOMOTIVE RENOVATION AND NEW CONSTRUCTION ARB Submittal SUBMITTED June 22 - REVISED August 10, 2020 u R W A R C H I T E C T 5 112 teurth street NE onarlottesv I He Mghl. 22902 434.971.7160 www.brw arcbltects.com ��� __. ' .. ..rili�e-� -�"" ' :..�_=-•�•„����:i� - 3S'E ram-"' ,.ec� ? 'r wnJman _'_x'_r. .,_ Goodl aR[ a� i svatearm EXISTING - PERSPECTIVE - LOOKING NORTH EAST FLOW MAZDA - VOLKSWAGEN AUTOMOTIVE RENOVATION AND NEW CONSTRUCTION ARB Submittal SUBMITTED June 22 - REVISED August 10, 2020 R C H I T E C T S 112 fourth street NE dle Hottesvllle mrgin1. 22902 4 34.9 71.7 160 www.brw-architects.com NEW - PERSPECTIVE - LOOKING NORTH EAST FLOW MAZDA - VOLKSWAGEN AUTOMOTIVE RENOVATION AND NEW CONSTRUCTION ARB Submittal SUBMITTED June 22 - REVISED August 10, 2020 R R W A R C H I T E C T S 112 teurth street NE onarlottesv I He Mgirtla 22902 434.971.7160 .w..brw arcbltects.com EXISTING - PERSPECTIVE - LOOKING WEST FLOW MAZDA - VOLKSWAGEN AUTOMOTIVE RENOVATION AND NEW CONSTRUCTION ARB Submittal SUBMITTED June 22 - REVISED August 10, 2020 8 R W A R C H I T E C T S 112 fourth street NE chorlottesvllle mrgin1. 22902 434.971.7160 www.brw-architects.com NEW - PERSPECTIVE - LOOKING WEST FLOW MAZDA - VOLKSWAGEN AUTOMOTIVE RENOVATION AND NEW CONSTRUCTION ARB Submittal SUBMITTED June 22 - REVISED August 10, 2020 �bk 4. R R W A R C H I T E C T S 112 teurth street NE onarlottesv I He Mgirtla 22902 434.971.7160 .w..brw arcbltects.com NEW - PERSPECTIVE - VW FRONT & EAST SIDE FLOW MAZDA - VOLKSWAGEN AUTOMOTIVE RENOVATION AND NEW CONSTRUCTION ARB Submittal SUBMITTED June 22 - REVISED August 10, 2020 RIM - OWN MaLL oy USED CARS wow, --Z rt Rog R R W A R C H I T E C T S 112 teurth street NE charlottes, Il le,Irgirtla 22902 434.971.7160 www.brw archltects.com NOTE: NO ROOFTOP UNITS FOR MAZDA. MAZDA MECHANICAL UNIT IS HIDDEN FROM STREE ON WEST SIDE ELEVATION VIT VW RTU SIGHTLINE scale: 1 " = 30'-0" MAZDA & VW RTU SIGHTLINE STUDY FLOW MAZDA - VOLKSWAGEN AUTOMOTIVE RENOVATION AND NEW CONSTRUCTION ARB Submittal SUBMITTED June 22- REVISED August 10, 2020 L ,-,4 � - 4191M-$� . ) I 4wq, r V O. . r A�r It Ap CURTAIN -STEEL FRAME TO SUPPORT SYSTEM FACADE — - - 7 w 420' - 9 1 /4" 87- 2" SHOWROOM R R W A R C H I T E C T S 112 teurth street NE charlottes, Il le,Irgirtla 22902 434.971.7160 .w..brw archltects.com METAL EIFS-1 -TO MATCH MP-3 REVEAL —BK-1- BRICK - WHITE (COLOR TO MATCH MP-2) SERVICE FRAME -STONE PANEL SP-1 Ira 18'-1" 1'-0" RECESSED SERVICE N STONE PANEL SP-1 ENTRY FRAME WITH CLEAR INSULATED GLAZING SYTEM AND VW LOGO CLIP ON INTERIOR AND EXTERIOR FACES BUILDING FRAME - DEALER FRAME WITH ILLUMINATED STONE PANEL SP-1 DEALER NAME SIGN WITH BACKLIT LETTERS BY VWoA SIGN VENDOR.- CENTERLINE OF VW SIGNAGE CLEAR ANOD. ALUM,. CURTAIN WALL (CW-1) WITH CLEAR GLAZING (GL-1) 36'-1" SERVICE DRIVE NOTE: 1. VISIBLE LIGHT TRANSMITTANCE (VLT) SHALL NOT DROP BELOW 40%. VISIBLE LIGHT REFLECTANCE (VLR) SHALL NOT EXCEED 30%. 2. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. BUTT JOINT CURTAIN WALL DEALER FRAME (#2 SIZE PER DID) -STONE PANEL SP-1- 71'-5" iypTy y30149 l PER ARB COMMENTS 05.182020: MAZDA BRICK -FACED FRONT REDUCED VW FRAME LIGHTING REMOVED scale: 1 / 16" = 1 '-0" MAZDA & VW FRONT BUILDING ELEVATION FLOW MAZDA - VOLKSWAGEN AUTOMOTIVE RENOVATION AND NEW CONSTRUCTION ARB Submittal SUBMITTED June 22- REVISED August 10, 2020 PARTLY SEEN FROM E.C. I ,I 11111.11 ,A 11, .n."I.,..II VI AVII.AT I :O STOUT LOTUSAN 1.5 TINTED ISHED CONCRETE CATION - NOT SEEN FROM E.0 MAZDA WEST ELEVATION VW EAST ELEVATION scale: 1 /16" = V-0" scale: 1 /16" = 1 r-0" MAZDA & VW SIDE ELEVATION 8'R W A R C H I T E C T S 112 fourth street NE FLOW MAZDA - VOLKSWAGEN AUTOMOTIVE RENOVATION AND NEW CONSTRUCTION dle Hottesvllle mrgin1. 22902 434.971.7160 ARB Submittal www.brw-architects.com SUBMITTED June 22 - REVISED August 10, 2020 Old Mazda R R W A R C H I T E C T S 112 tuurth street NE charlcttesvl lle Mghla 22902 434.971.7160 www.brw archltects.cvm Goodwill Store Future Wawa Development Proposed FLOW Mazda - VW beyond ._L 9MW of Charlptlewille --- AIL Ag 4 I n �•' 3 .� l�n t BMW of Charlottesville across ELEMENTS OF ENTRY CORRIDOR GUIDELINES FLOW MAZDA - VOLKSWAGEN AUTOMOTIVE RENOVATION AND NEW CONSTRUCTION ARB Submittal SUBMITTED June 22 - REVISED August 10, 2020 Proposed FLOW Audi Porsche Old Audi Porsche across 6 a A n R C H I T E C T S 112 fourth street NE dle Hottesvllle mrgin1. 22902 4 34.9 71.7 160 www.brw-architects.com Guadalajara Restaurant Brown Toyota across In developing a new identity for this site, both VW and Mazda look to create a building that responds to the guidelines for the Entrance Cor- ridor. While using modern design and materials, the intent is for taking cues from the scale, texture and detail of the surrounding Entrance Corridor and the historic precedents of the larger community. Compatibility with the Character of the Entrance Corridor The size and scale of this building compares appropriately with the size and scale of buildings on both sides of the Entrance Corridor. Clearly, the Pre -owned converted into Mazda complex maintains the scale and generally improves the exisitng condition. The VW complex is sim- ilarly sized and would be considered a moderate sized building along this corridor, certainly within bounds of the surrounding context. Also both building designs fit within the variations found on both sides of the street and one might argue that they bring a high level of detail vs many other commercial ventures. Form, Shape, Scale, and Material Creating a Cohesive Whole Both buildings break down the scale of long facade by introducing a variations of architectural features. In Mazda's case, we have revised the typical design standard and lowered the white wall on the east side of the front elevation; which breaks down the building scale and and substituted white brick for the white metal panels with the intent to better tie the design into a materiality with shared by the local vernac- ular. Buildings should relate to their site and surrounding context VW is scaled and located to relate the existing pre -owned building. Both buillding fronts are a similar length. VW ground and building height is lower than Mazda as a way of relating to the existing grade. A priority in this development is for a sustainable re -use of the existing resources. Buildings should have a human scale Both Dealerships provide a strong sense of entry and scaling mecha- nisms that deal with human scale. Mazda's entry is clearly marked and the interior of it's most visible architectural feature - the jewel box - has an interior wood wall that has a warmth and texture more appropriate for the human connection. In addition, VW's design has a number of entry portals that break down the front facade and it's overall white frame into entries and detailing of a very human size and scale. ELEMENTS OF ENTRY CORRIDOR GUIDELINES FLOW MAZDA - VOLKSWAGEN AUTOMOTIVE RENOVATION AND NEW CONSTRUCTION ARB Submittal SUBMITTED June 22- REVISED August 10, 2020 W y. ;I I L� i„ r, I ! I ' Ifir L_ 1 " + � i 1 I I i i g aN wl)e,rt ooN aQ oFp G A V V \ I JN JhC MN 1 LrA0 �e+ ��3" !d P A t.jOtingg nd cover_ R R W A R C H I T E C T S 112 murt4 street NE charlottes, I His,Irginla 22902 434.971.7160 www.brw archltects.com V YKUYUJtU LANUDL;AYL Picnt Symbol Planting Type Botanical Name Common Name L1 0 large owbuwe Tree Uriolendrm wn,Ttefa Tone Paeor � Lwge GecMuwa Trm Pletrnoe euribllo LmEen Plene Trw Ck M.1— owldwue men age -alb Nwtu4w Yet.. eoed cxMynLlwm L' Medium owleucue Tree oomwm eateuwbee $moll DwMuwe. Trm corelnua OeWluf "gmldid Euroewn CD .e golo' Hembwm r.-rne ompmenlm cx=e --th"le R Fytem Redbud �5 I�Te Lie, DecWuwe Mile Comet. IAEm A�M utlltioi CV Cr.W,e e.1. Hrldle "Wlntx amg' Small Pnomwtal µlnlx NaNbwn ,w+e Ct Do9.w.der {�U!} no.er nq omwmntm cane. hde 'nnoolmnron Spr 9 BD Bn Medium Deelduws Betulo Nigro N. H. Birab Pe Deed.—snnm, X ttlrwgw OuxmltlM DON leoi Xydrongw {^Lj Deciduaus STrvb Fotbmglllo Gordwll Deal Fomergelo SITE LANDSCAPE FLOW MAZDA - VOLKSWAGEN AUTOMOTIVE RENOVATION AND NEW CONSTRUCTION ARB Submittal SUBMITTED June 22- REVISED August 10, 2020 Proposed Aerial Existing Aerial R R W A R C H I T E C T S 112 fourth street NE c116Hottesvllle mrgin1. 22902 4 34.9 71.7 160 www.brw-e rchitects.cem Landscape Design for the Particular Site The updated landscape design attempts to provide a thoughtfullness and respect for this particular site - taking into account both its advantiages and limitations. A few major issues to note: • The majority of the planting palette is comprised of native species of trees & shrubs. • The overhead power line and narrow planting bed at the east lot 250 frontage pose a challenge and limits the options for the variety of trees - especially the standard typical large canopy street tree - that would thrive here. Looking at the existing site, we clearly want to avoid the previous planting scheme of a large canopy trees which would inev- itabley would be trimmed inappropriately or 'topped' for the power lines. Instead, we propose a tree selection that works within this existing context - one that is a lower height and species durable enough to thrive in this difficult condition. In turn, the proposed 'east frontage' planting plan utilitzes a mix of smaller understory specimens - and through their repetition begin to reinforce the street edge while complimenting the narrow space be- tween road and intrior drive/building. • On the other hand, with Route 250 turning to the left in front of the west lot, we are afford- ed some space which provides the opportunity for the larger canopy trees recommended by ARB standards. In this case, we choose a variety that has a stong form/ presence and place them in a row of seven; as a way of developing a consistency, repition and pattern that will certainly enhance the character of the Entrance Corridor. SITE LANDSCAPE FLOW MAZDA - VOLKSWAGEN AUTOMOTIVE RENOVATION AND NEW CONSTRUCTION ARB Submittal SUBMITTED June 22- REVISED August 10, 2020 v f sJ J A Ito 2165 SEMINOLE TRAIL, CHARLOTTESVILLE, VA 1 (434) 974-7900 WW W.HTSVA.COM GENERAL NOTES All sign areas and sizes will comply with Albemarle County Code Chapter 18, Section 4.15-Signs and Albemarle County Architectural Review Board (ARB) Sign Guidelines and will require individual sign permit applications. SCOPE OF PLAN BUILDING A SEE PAGES 4-5 FOR PROPOSED SIGN AREA BUILDING B SEE PAGE 6 FOR PROPOSED SIGN AREA BUILDING C SEE PAGE 7 FOR PROPOSED SIGN AREA DEVELOPMENT FINISHES ■Brickveneer- Glen-GerySteel Gray K12-3008 Metal paneling @ recessed building connection - VM QUART - ZINC finish. Aluminum composite metal panels - matte (MICA OPT) finish Exterior canopy columns - black finish ■ EIFS-1 Charcoal Grey BK 1- BRICK - WHITE (COLOR TO MATCH MP-2) STONE PANEL SP-1 CLEAR ANOD. ALUM,. CURTAIN WALL (CW-1) WITH CLEAR GLAZING (GL-1) I � 'I l) I I IE1Q SALES • SEANCE I FFE 420 TO AEAINN r I I 1 1 I I 1 I I —i FLOW - Site Plan Scale = Proportional J NEW SALES • SEMIC I1J1LD1IK' ff! 41.3: I��I�I I M • �T l4 u f mill Imo/ la} i i1 � .IC'1l MI// it, IN IV L Client: FLOW SIGN PLACEMENT MAY CHANGE acwingscole:RoparAaial /+ /�//JJ 21655eminale Trail Laynut dr^sem Rablrsrn �Nellmr-w DuMno Loceioo. 1300 Richmond Rand vc mmm e,aenee evaa mimmmm�. IXaMrg locaHan:P:t2020�L-ElecMcnl)F�Fbw ComponiesWew B'rfe... 11116HI-ECH ChoAofteeffie, VA 22901 Phone: 1800)482bb03 zL@ ❑FirilDw" Ch floitesvllle,VA 22917 a�6Qe an°°mtl9°�°"`�AV9be1e°� IGNS fmc 4349]4� 98 ezm. mn�omn mpoku.meremi�oee I I Frone/Emao: ummmoe neaye.m esmessns®r. Revisbn #: 8.1420.raA1 bem@nMa.com PAGE 2 OF % Copyright Warning: This is an original unublished design created by Hightech Signs. It is submitted for your personal consideration, it is not to be shown to anyone outside your organization nor is if to be reproduced or exhibited in any fashion whatsoever. It remains the property of Hightech Signs until legally purchased FLOW - WALL SIGNS Scale = Proportional WALL SIGNS - PROPOSED CRITERIA SIGN LOCATIONS See pages 4-7 for placement details SIGN TYPE Channel letters & Channel Logos TEXT COLOR(S) Red, Black, Silver/Chrome or Blue SIGN MATERIALS Aluminum, Acrylic, Vinyl or Paint Decoration GRAPHIC COLOR(S) No limit to the overall graphic colors as long as individual tenant graphics total number is limited to three and all colors have a coordinated appearance. RACEWAY COLOR (IF USED) To match the wall to which it is attached. ILLUMINATION Signs may be face -lit, or reverse/halo illuminated. Illumination to comply with Albemarle Co. Code CH. 18, Sec. 4.15.17. All Illumination shall be non -blinking. SIZE LIMITATIONS Per Albemarle Co. Code CH. 18, Sec. 4.15.10 NOTES: DIAGRAMS ARE SHOWN FOR REFERENCE ONLY. ACTUAL TENANT SIGNS WILL REFLECT INDIVIDUAL TENANT IDENTITY THROUGH SHAPE, FONT, ETC. ALL SIGNS WILL REQUIRE INDIVIDUAL SIGN PERMIT APPLICATIONS EXAMPLE OF TENANT WALL SIGN Audi Front View Scale: Not to scale CHANNEL LETTERS Scale = Not to scale Front View Scale: Not to scale CHANNELLOGOS Scale = Not to scale Cilent: FLOW SIGN PLACEMENT MAY CHANGE Dmwirg scale: Prapodlorinl /±(� CH Locution: 13M Richmond! Rood, vu� io aenumo�mam,�. D=bcaAon: PA202D,EI.-Elechfc. F�Flow CamporncsNcw Site.. f/iGfITECFI Chotbttssvlflc.VA 22911 aisireszmen�uuneu,uma,ean� SIGNS �smamaenaro. e PhormJEmoll: umMmmammaeway..E weaae.m Revision #: e.14.20.fev01 5, r2va' f--�t M. Side View Scale: Not to scale 4114'x--i F_3-114' Side View Scale: Not to scale 2165 Seminole Troll LcryaR by: 9elh aodreon IJ Prcambory LNawlrg ChoAottesullle, VA 22901 phone: (eoo14B2-66t13 z101 ❑ Final Dmwlrg t: 14s)9]4�s93 PAGE 3 OF 7 Copyright Warning: This is an original unublished design created by Hightech Signs. It is submitted for your personal consideration, it is not to be shown to anyone outside your organization nor is it to be reproduced or exhibited in any fashion whatsoever. It remains the property of Hightech Signs until legally purchased. BUILDING A -AUDI/PORSHE FRONT ELEVATION - - *RED DASHED LINES INDICATE PROPOSED WALL SIGN LOCATIONS. Scale —Proportional AUI A.nn �amro ya.n . � OMCA OT 4+� 0 U. Or.. P.Ow— V On At2-3000—, d �rlrt mb .16'.-J i..A Iwd+.m A .e.nree 1..w i v b.Md W.i..m me-aan� n�Wd psr.Y . n.w ItlICA Orn coda ya'W M TLC WX SLYR W AN as.mrs r.hn. 3VAM191 ll.rror rsepr mbnv - bbd inb Chard: FLOW SIGN PLACEMENT MAY CHANGE Drawing scald: Rapae.nol /� (/ /+(� 21 M Seminole Trail LayaR by: Bette liadnsan 0 Reliminory Drawing Locolion: 13M Richrnontl Rood, wa ��a�emiws mammo�m.m,e. Drawing bcalion: Pi2021AL- H.M.Wiew CampoNesWow Sro.. HIGHTEC CYaAoNewiffe. VA 229r11 phone: I, 1492fi603x10] ❑Fmol Dravirg w a�m�.w mmaw me ua�mnm rpr Chotbttesvll'z, VA 22911 abnsumptivi alp,gm eia ®e numm fas: (434)9I4-ba98 Phone/Emali: umasmmesmngevaamamuaudc. R Wcri#:8.14.20.rev01 bam@hisva.com PAGE 4 OF 7 Copyright Warning: This is an original unublished design created by Hightech Signs. It is submitted for your personal consideration, it is not to be shown to anyone outside your organisation nor is H to be reproduced or exhibited in any fashion whatsoever. It remains the property of Hightech Signs until legacy purchased BUILDING A-AUDI/PORSHE EAST AND WEST ELEVATIONS Scale=Proportional IN oa.w rcr eoo. au rnar> •]fvWlIM.4 [G aew b�nv mrgr ::k� A'A as• �.... era e.w mac.. ocrw 0KI �wv�y n -u yr rrm. K14I Ic. - - - *RED DASHED LINES INDICATE PROPOSED WALL SIGN LOCATIONS. Imwv a.w+ AUDI SIDE • WEST ELEVATION seaie : 3/64 = 1 -0' PORSCHE SIDE - EAST ELEVATION Seale: 3/64- = 1.-0" 01; FLOW SIGN PLACEMENT MAY CHANGE IXawlrg scale: ProporAaral /+ /�(/ 2165 Seminde Troy Layaut by. Beth Robinson 0 ftffr, a Drawing lncalion: 1300 Richmond Rwd, we mmwe aem�wvmwrmewies OrouArg lor.'aAan'. P.12020 1-ElecMc NI Fbw Cornpart \s Site... HIGHTECH Chatbi fflie.VA22901 Phone: I8001482-66113 x10] ❑Firwl Orawng ChaAot Iflffe, VA 22911 aimm er s,nawovmnineamm fax: 4349I4-6a9a aw r:m�emw"mpok•+•�ammmee f I Ptnrie/Email: ��m�re��wem�,nr. Revisiaa#:e.t4.zo.rev01 I N befhrdrHsvaaam PAGE 5 OF 7 Copyright Warning: This is an original unublished design created by Hightech Signs. It is submitted for your personal consideration, it is not to be shown to anyone outside your organization nor is it to be reproduced or exhibited in any fashion whatsoever. It remains the property of Hightech Signs un61 legally purchased. BUILDING B - MAZDA FRONT ELEVATION Scale=Proportional SYSTEM 420' - 9 1 /4" STEEL FRAME TO SUPPORT FACADE Willis rMl 3 METAL - - - *RED DASHED LINES INDICATE PROPOSED WALL SIGN LOCATIONS. BPS I • TO MATCH MF-3 ---------CI----------------------------L---------- 8T-Z SHOWROOM 1'-0" RECESSED REVEAL —81K.1 - OR" \\ TO MATCH y SE ClieN: FLOW SIGN PLACEMENT MAY CHANGE Drawing scald: Rapanionol /+(/ /+(� 21 M Seml.le Trail La/aR by: Bette Radnsan 0 Reliminary Drawing Locolibn: 1300 RIchrnantl Rand, wa�aemiws mammo�m.m,e. Drawing bcWibn: Ri2020iEL-ElecMcaflow CampoNesWew Stte.. HMITEI�// CYaAoNervllle. VA 229r11 phone: I8�1492fi60.?xl g] ❑Fmol Ltavirg w a�m�.w maw me ua�mmm rpr Chotbttesvll'z, VA 22911 abnsumptivi alp,gm eb ®e numm fax: (434)9I4-ba98 Phane/Emali: umaamme...mrgaoaamamp+aame. R Ww #: 8.14.20.re ] beinghi .cam PAGE 6 OF 7 Copyright Warning: This is an original unublished design created by Hightech Signs. It is submitted for your personal consideration, it is not to be shown to anyone outside your organization nor is R to be reproduced or exhibited in any fashion whatsoever. It remains the property of Hightech Signs until legally purchased BUILDING C -VOLKSWAGEN FRONT ELEVATION Scale = Proportional _K - WHITE iCOLOR H MP 21 SERVICE FRAME � STONE PANEL SP- 1 36' - 1" SERVICE DRIVE BUILDING FRAME STONE PAFIEL SP - - - *RED DASHED LINES INDICATE PROPOSED WALL SIGN LOCATIONS. STONE PANEL SP-1 ENTRY FRAME WITH CLEAR INSULATED GLAZING SYTEM AND VW LOGO CUP ON INTERIOR AND EXTERIOR FACES -------------- I DEALER FRAME WITH ILLUMINATED DEALER NAME SIGN WITH BACKLIT LETTERS BY VWoA SIGN VENDOR. — CLEAR ANOD. ALUM,. CURTAIN WALL ICW-I I WITH CLEAR GLAZING IGIL I OF VW SIGNAGE BUTT JOINT CURTAIN WALL DEALER FRAME 1#2 SIZE PER DID STONE PANEL SP 1 — 71'-5- SHOWROOM Cllerit: FLOW SIGN PLACEMENT MAY CHANGE Dmwirg scale: Praponbnal 2165 Semlrole Trail LayaN by Beth Rodrsan x0 Re5ml w Drawing Lpcatbn: 13M R�hmodl Road, wt mvwia�raueeema mo�mvmn. Dmvgb .r: P:UD2(AFL- Elrc_t.BF\How CamporjrMew Site... HIGHTECH ChoAottewille. VA 22901 phone:(800)482-6603 x107 ❑Powl Dm g Choi ttrmvile. VA 22911 uis�resanae vnmemmmee mr 97498 wen.mrcmam mpgan.m �,wnm Pn rWEmoS: ,�.e.�.mmmmmama.�saema+mr_ Revlon#: 9.14.2a.revol SIGNS fax: I4341b8 bath@Ixlsva.cam PAGE 7 OF 7 Copyright blaming: This is an original unublished design created by Hightech Signs. It is submittetl for your personal consideration, it is not to be shown to anyone outside your organization nor is it to be reproduced or exhibited in any fashion whatsoever. It remains the property of Hightech Signs until legally purchased