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Home My WebLink AboutARB202000035 Staff Report 2020-10-28Project #/Name ARB-2020-35: W4 Development Car Wash Review Type Review of a Final Site Plan and architectural design Parcel Identification 045000000093C0 Location 2100 Rio Hill Center, at the southwest comer of Route 29 and Woodbrook Drive, (see Figure 1) south of Chick-fil-A and across Route 29 from Kohr Brothers. Zoned Planned Development Shopping Center (PDSC), Entrance Corridor (EC) Owner/Applicant Allen & Allen Properties - Charlottesville LLC/WCWV, LLC (Greg DeBacker) Magisterial District Rio Proposal To construct a 3,739 sf car wash building and associated site improvements on approximately 1.05 acres. Context This portion of Route 29 is commercial in nature, with strip shopping centers, big box stores, the Rio Hill Shopping Center, and stand-alone fast food restaurants nearby. Most of the commercial buildings in the vicinity are one story tall. Visibility Three sides of the building and site will be clearly visible from the EC (Route 29). The proposed building is 25' from the right-of-way and approximately 43' from the Route 29 edge of pavement. ARB Meeting Date November 2, 2020 Staff Contact Margaret Maliszewski PROJECT MSTORY DATE APPLICATION/REVIEW TYPE RESULT 9/3/2019 ARB-2019-85: W4 Development Car Wash, The ARB reviewed the conceptual plan and building elevations. Advisory Review 10/21/2019 ARB-2019-102: W4 Development Car Wash The ARB reviewed the initial site plan. Initial Site Plan Review 9/16/2020 ARB-2020-35: W4 Car Wash Final Site Plan The submittal originally received on March 9, 2020 was made complete on September 16, 2020 and was then scheduled for ARB review on November 2, 2020. ANALYSIS REF GUIDELINE RECOMMENDATIONS CURRENT ISSUE CURRENT FROM 10/21/19 ARB RECOMMENDATION MEETING GENERAL GUIDELINES Purpose 1 The goal of the regulation of the design of development Ensure that the site plan building The architectural elevations are to scale. The interior Revise the design of the within the designated Entrance Corridors is to insure that footprint, renderings, and layout of the car wash is shown on the site plan and site upper half of the north new development within the corridors reflects the traditional building elevations show the plan canopy detail, which are to scale. The floor plan, site tower to break up the wall architecture of the area. Therefore, it is the purpose of ARB same design and details, plan and elevations appear to be coordinated. area between the review and of these Guidelines, that proposed development including the depth of the bays. stringcourses, and to within the designated Entrance Corridors reflect elements of A complete exterior finish legend is provided on the relieve the top-heavy design characteristic of the significant historical landmarks, Provide material and color elevation sheets. Material samples have been submitted. appearance (without buildings, and structures of the Charlottesville and samples for all materials. Wall facing materials are white EIFS (Sherwin-Williams increasing the size of the Albemarle area, and to promote orderly and attractive "Marshmallow") above a white "frosted" brick (Belden wall sign). development within these corridors. Applicants should note Include material and color Brick Co. thin brick) above a gray cast stone veneer that replication of historic structures is neither required nor information for all materials and ("Smokey Mountain" Horizon Stone). Awnings and the desired. building components on the architectural elevation sheets (01- overhead door on the south elevation are black. 2 Visitors to the significant historical sites in the Charlottesville and Albemarle area experience these sites as Al and 01-A2). The elevation sheet identifies the overhead door on the ensembles of buildings, land, and vegetation. In order to north elevation as gray tinted glass with a dark bronze accomplish the integration of buildings, land, and vegetation Indicate on the drawings the aluminum frame, but the physical sample appears to have a characteristic of these sites, the Guidelines require attention material and color for the green tint. A similar door is located at the south end of the to four primary factors: compatibility with significant overhead door on the north side EC elevation. The sample meets the guidelines for historic sites in the area; the character of the Entrance (exit) of the tunnel. Provide transmittance and reflectance. The tint is obvious, but does Corridor; site development and layout; and landscaping. material and color samples for the canopies, vacuum equipment, and not appear to be excessive. 3 New structures and substantial additions to existing structures should respect the traditions of the architecture of auto sentry and gate equipment. The east elevation is divided into a series of five bays, with historically significant buildings in the Charlottesville and the end and middle bays taller than the others, and the Albemarle area. Photographs of historic buildings in the Clearly specify if the large northernmost bay taller than the rest. This tallest northern area, as well as drawings of architectural features, which window area on the south end of bay is 28' tall, 4' less than the previous design (see image provide important examples of this tradition are contained in the front of the building is an below). The taller tower element is appropriate to mark the ADDendix A. overhead door or a window. If it entrance and establish hierarchy. The upper half of the 4 The examples contained in Appendix A should be used as a is an overhead door, it is preferred north tower has no detail to break up the wall area between guide for building design: the standard of compatibility with that it be glazed. the stringcourses, and this results in a top-heavy the area's historic structures is not intended to impose a appearance. 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 Current Proposal well as special functional requirements. 9 Building forms and features, including roofs, windows, doors, materials, colors and textures should be compatible with the forms and features of the significant historic o Al buildings in the area, exemplified by (but not limited to) the buildings described in Appendix A [of the design guidelines]. The standard of compatibility can be met = G — o -- through scale, materials, and forms which may be embodied Previous Proposal in architecture which is contemporary as well as traditional. The replication of important historic sites in Albemarle County is not the objective of these guidelines. 5 It is also an important objective of the Guidelines to None. establish a pattern of compatible architectural characteristics throughout the Entrance Corridor in order to achieve unity and coherence. Building designs should demonstrate sensitivity to other nearby structures within the Entrance Corridor. Where a designated corridor is substantially developed, these Guidelines require striking a careful balance between harmonizing new development with the existing character of the corridor and achieving comriatibilitv with the significant historic sites in the area. 10 Buildings should relate to their site and the surrounding context of buildings. 11 The overall design of buildings should have human scale. Consider balancing the heights of The overall height of the taller tower has been reduced Scale should be integral to the building and site design. the towers. from 32' to 28' and the other two towers are now equal in height at 22'. Although a taller tower is appropriate to mark the entrance and establish hierarchy, the upper portion of the tower lacks detail that it had previously, and now appears somewhat overscaled, even with the sign. Enlarging the sign to fill the space would not be appropriate. 12 Architecture proposed within the Entrance Corridor should Show all structures and Equipment and canopy details have been provided. Three See landscape use forms, shapes, scale, and materials to create a cohesive equipment in the site plan and vacuum (Vac -boom) canopies of varying lengths and recommendations. whole. renderings. Include vacuum widths are proposed in the parking area behind the car canopies in all graphics to allow wash building. Some drawings show a 41 canopy directly Clarify the relative heights for a complete review. behind the building. The canopies have metal support of the vacuums and the columns and a 3'-tall black metal fascia. Overall height is vac canopies. Provide material and color 13'. Vac producers are located at each canopy. Vacuums samples for the canopies, vacuum have a 10' 10" tall post, two hoses that connect to the post equipment, and auto sentry and in two locations and extend out from the post more than 9', gate equipment. and trash/garbage receptacles and mat holders attached to the post. The vacuum equipment is black. Landscaping Ensure that all structures are will be needed to screen and mitigate views. designed to appear fully inte ated into the overall site. 14 Arcades, colonnades, or other architectural connecting None. A single building is proposed. None. devices should be used to unify groups of buildings within a develo went. 13 Any appearance of "blankness" resulting from building See #36. Blankness is not a characteristic of the overall building None. design should be relieved using design detail or vegetation, design. or both. 15 Trademark buildings and related features should be Ensure that the material and color The overhead door is specified as bronze aluminum with See the other modified to meet the requirements of the Guidelines. of the overhead door on the north gray tinted glass. Clear, non -tinted glass is the preference recommendations in this side of the building is integrated in the ECs; tinted glass is not consistent with the historic report. into the design of the building and architecture of the area. The label on the glass says the character of the EC. If it is an "optigray" but the physical sample appears to have a green overhead door, it is preferred that tint. The tint is obvious, but not excessive. it be glazed. The vacuum canopy, pay station, and related equipment See # 17-19, and See #22-31. are part of the company standard, but they do not meet Guidelines requirements related to equipment, integration of the site, lighting and screening. See #17-19, below. 16 Window glass in the Entrance Corridors should not be highly Submit a window glass sample The glass sample has been submitted. The window glass Add the standard window tinted or highly reflective. Window glass in the Entrance and specs with the next note does not appear on the drawings. glass note to the drawings. Corridors should meet the following criteria: Visible light submission. transmittance (VLT) shall not drop below 40%. Visible light reflectance (PLR) shall not exceed 30%. Specifications on Add the standard window glass the proposed window glass should be submitted with the note to the drawings with the next application for final review. submission. Accessory structures and equipment 17 Accessory structures and equipment should be integrated Provide detail drawings and color Equipment is a significant part of this proposal. Multiple Eliminate the vac canopies into the overall plan of development and shall, to the extent samples for the vacuum and auto vacuum canopies are proposed. The illustrations suggest to reduce visual impacts. possible, be compatible with the building designs used on sentry equipment. that some equipment is attached to the ceiling of the Alternatively, reduce the the site. canopies, and some equipment is ground mounted. The vac canopy fascia height Provide in the plan all pay station detail for the vacuum post/hose shows maximum height of to appear more and vacuum station -related 11' 3"; the canopy ceiling height is identified as 10'. The proportional with the 10' elements (canopies, trash cans, canopy fascia is 3' tall, which is consistent with the posts. lighting, pay stations, etc.) guidelines for fuel pump canopies, but the fascia height looks over -scaled on the shorter posts. Reducing the fascia Confirm that there is no Eliminate the under -mounted height would be appropriate. Alternatively, eliminating the equipment visible above LED lights contained in the vacuum equipment. Provide canopies altogether would reduce visual impacts. The drawings don't indicate if equipment is present above the the vac canopy fascias. 18 The following should be located to eliminate visibility from the Entrance Corridor street. If, after appropriate siting, these drawings that confirm the lack of canopy ceiling. The canopies will not be completely features will still have a negative visual impact on the illumination. screened from the EC, but trees along the north and south Entrance Corridor street, screening should be provided to perimeters of the site would help soften their appearance eliminate visibility. a. Loading areas, b. Service areas, c. Provide a dumpster screen detail and integrate them into the surroundings. Refuse areas, d. Storage areas, e. Mechanical equipment, f in the site plan. Above -ground utilities, and g. Chain link fence, barbed The equipment details show no lighting contained in the wire, razor wire, and similar security fencing devices. Ensure the dumpster is shown in the same location throughout all vacuum posts, hoses or related items. 19 Screening devices should be compatible with the design of the buildings and surrounding natural vegetation and may drawing sets. Photos of the auto entry menu board and gate have been consist of. a. Walls, b. Plantings, and c. Fencing. provided. The colors appear to be consistent with those of Provide preliminary information the vac canopies. The location of the auto entry gates, on vacuum and pay station- midway back on the parcel, should help minimize related signage for review. visibility. Revise the drawings to show Four vac producers are identified at the canopies. The where building- and car wash- equipment, which reaches 6' 4" tall, is installed on 4' x 12' related equipment is located. If concrete pads. Two producers could be visible from the the location is inside the building, EC. Densa holly, dwarf Yaupon holly and various roses are note this on the plans. If located provided nearby. These plants will not completely on the rooftop, provide a roof eliminate visibility of the producers. tan showing equipment locations, and show the A dumpster screen detail has been provided. The materials equipment locations and heights are coordinated with the building materials. The dumpster on the elevation drawings. location appears coordinated throughout the drawings. The submittal clarifies that all car wash building -related equipment is contained in the building. As illustrated in the "Equipment Sales" photos, the signage associated with the pay stations is not expected to have a significant impact on the EC street. No signs are illustrated with the vac stations. 21 The following note should be added to the site plan and the Add the standard mechanical The mechanical equipment note has been added to the site None. architectural plan: "Visibility of all mechanical equipment equipment visibility note to the and architectural drawings. from the Entrance Corridor shall be eliminated." drawings with the next submission. Li2litine 22 Light should be contained on the site and not spill over onto Provide a complete lighting plan A photometric plan has been provided for the site pole Revise the photometric adjacent properties or streets; for review. Include all building- lights. It shows no excessive spillover. plan to include the wall and ground -mounted lights in the lighting plan. Include fixtures. 23 Light should be shielded, recessed or flush -mounted to Cut sheets have been submitted separate from the lighting Limit wall -mounted eliminate glare. All fixtures with lamps emitting 3000 specifications and manufacturer's plan. Cut sheets must be included in the site plan set. lighting to that which is lumens or more must be full cutoff fixtures. cut -sheets for all proposed light fixtures. The lighting plan does not include the wall fixtures or needed for safety/security. Eliminate the fixtures 24 Light levels exceeding 30 footcandles are not appropriate for display lots in the Entrance Corridors. Lower light levels canopy fixtures, so the photometrics are not complete. The above the awnings on the will apply to most other uses in the Entrance Corridors. Remove the light fixtures shown color rendering shows the warehouse shade fixture above east elevation. above the three awnings in the awnings on the EC side of the building. Illumination of this middle bay of the EC elevation. type has typically been considered inappropriate for the Revise the photometric ECs. The ARB has typically limited budding -mounted plan to include the lights to those needed for safety and security. locations of all wall - mounted fixtures and all The lighting plan indicates the light loss factor is 1.0. canopy fixtures, and the illumination from those fixtures. Limit illumination at the ground to 20 fc maximum. Include the cut sheets in the site plan set. 25 Light should have the appearance of white light with a warm The color temperature of the site pole lights is identified as Revise the lighting plan to soft glow, however, a consistent appearance throughout a 4000k, which is a bright white. 3000k produces a warm show that the color site or development is required. Consequently, if existing white. The color temperature of the wall -mounted lights is temperature of all lamps that emit non -white light are to remain, new lamps not identified. proposed light fixtures is may be required to match them. the same level between 200KO and 3000K. 26 Dark brown, dark bronze, or black are appropriate colors for The wall -mounted fixtures are specified with a bronze Revise the lighting plan to free-standing pole mounted light fixtures in the Entrance finish. Site pole light finish is not identified. show that site light poles Corridors. and fixtures have a bronze finish. 27 The height and scale of freestanding, pole -mounted light Notes in the lighting schedule indicate: "20 ft. pole height Revise the lighting plan to fixtures should be compatible with the height and scale of w/ 3 ft. estimated concrete base". The lighting plan notes a clearly state that site pole the buildings and the sites they are illuminating, and with 23' height. light height will not the use of the site. Typically, the height of freestanding exceed 20', including any pole -mounted light fixtures in the Entrance Corridors should bases. Revise the not exceed 20 feet, including the base. Fixtures that exceed photometrics to account 20 feet in height will typically require additional screening for this change. to achieve an appropriate appearance from the Entrance Corridor. 28 In determining the appropriateness of lighting fixtures for Eliminate the under -mounted The equipment details that have been provided show no None. the Entrance Corridors, the individual context of the site will LED lights contained in the under -mounted LED lights in the vacuum equipment. be taken into consideration on a case by case basis. vacuum equipment. Provide drawings that confirm the lack of illumination. 29 The following note should be included on the lighting plan: Include the standard lighting note The note has been added to the lighting plan. None. "Each outdoor luminaire equipped with a lamp that emits on the lighting plan. 3,000 or more initial lumens shall be a frill 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 None. No decorative landscape lighting is proposed. None. Landscaping 7 The requirements of the Guidelines regarding landscaping Provide the required large shade Small trees (Aeryn Trident Maple), instead of large trees, Shift trees to avoid utility are intended to reflect the landscaping characteristic of many trees along the EC. Locate these are still proposed along the EC frontage. Ornamentals conflicts. of the area's significant historic sites which is characterized to be outside of the power (Crape Myrtle) have been added. Most of the trees are by large shade trees and lawns. Landscaping should promote easement. directly under the overhead lines. (No easement is shown Provide a complete visual order within the Entrance Corridor and help to along the overhead lines.) Planting area has not been landscape schedule on the integrate buildings into the existing environment of the Revise the plant schedule so that increased to eliminate utility conflicts. Some trees are very landscape plan. corridor. the shade trees along the EC are 3%" caliper at time of planting. close to an underground gas line. The power lines have a low clearance (see Figure 4) and are approximately 13 feet Add trees to the northeast 8 Continuity within the Entrance Corridor should be obtained by planting different types of plant materials that share from the EC. There may be opportunities to shift some of corner of the site where similar characteristics. Such common elements allow for Provide flowering ornamental the trees away from some of the lines, but additional utility conflicts don't exist. more flexibility in the design of structures because common trees interspersed among the utilities exist in the area. The trees that are proposed along landscape features will help to harmonize the appearance of required large shade trees. the EC frontage are spaced closer together than 35', but no Remove the note from the development as seen from the street upon which the trees are proposed at the northeast comer of the parcel. landscape plan that reads, Corridor is centered. There are easements and utilities in this area, but there may "Small to medium trees be room for one or two carefully located trees. can be substituted for large trees if overhead utilities are present. See VDOT 32 Landscaping along the frontage of Entrance Corridor streets should include the following: road design manual a. Large shade trees should be planted parallel to the appendix B(1)-47." Entrance Corridor Street. Such trees should be at least 3 Y: inches caliper (measured 6 inches above the ground) and Provide a copy of ACSA's should be of a plant species common to the area. Such trees approval of the landscape should be located at least every 35 feet on center. plan. b. Flowering ornamental trees of a species common to the area should be interspersed among the trees required by the Provide trees 2 92" caliper preceding paragraph. The ornamental trees need not alternate at planting, 40' on center one for one with the large shade trees. They may be planted along Woodbrook Drive, among the large shade trees in a less regular spacing pattern. clear of utilities and c. In situations where appropriate, a three or four board easements. fence or low stone wall, typical of the area, should align the frontage of the Entrance Corridor street. d. An area of sufficient width to accommodate the foregoing plantings and fencing should be reserved parallel to the Entrance Corridor street, and exclusive of road right-of-way and utility easements. 33 Landscaping along interior roads: Revise the plant schedule so that Four trees are proposed along Woodbrook Drive. They are a. Large trees should be planted parallel to all interior roads. the street trees proposed for spaced 35' apart, but the row begins approximately 120' Such trees should be at least 2% inches caliper measured Woodbrook Drive are 2 %" from the EC street and the trees range from approximately 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. caliper at time of planting. Provide one more large tree azallel to Woodbrook Drive. 1' to 6' from a water line. 34 Landscaping along interior pedestrian ways: Add one more medium or large The layout of islands on the west side of the building has Ensure that the landscape a. Medium trees should be planted parallel to all interior shade tree 2 % caliper at planting changed since the last review. The perpendicular sidewalk plan includes the shrub pedestrian ways. Such trees should be at least 2%, inches to the planting area adjacent to has been eliminated. A sidewalk runs along the west side planting along the carwash caliper (measured six inches above the ground) and should the sidewalk on the west side of of the building, away from the EC. Three trees are exit travelway. be of a species common to the area. Such trees should be the building, near the southern provided in the island at the southwest comer of the located at least every 25 feet on center. entrance. building. Add two more medium or large Note that two versions of the landscape plan with the same shade tree 2 'h caliper at planting revision date of 6/22/20 show different planting along the to the planting areas adjacent to carwash exit travelway. The version with significant the sidewalk perpendicular to the planting in this area should move forward with future building that connects the parking reviews. lot, entry aisles and building. 35 Landscaping of parking areas: Provide at least four large trees Planting area has not been increased to provide for Increase planting area to a. Large trees should align the perimeter of parking areas, along the west, and one more required landscaping. Trees have not been provided along meet landscape located 40 feet on center. Trees should be planted in the large tree along the north, the western perimeter; retaining walls are proposed along a requirements along the interior of parking areas at the rate of one tree for every 10 perimeters of the parking area. portion of that side. Trees are provided at the southeast north, south and western parking spaces provided and should be evenly distributed These trees must be at least 2 %" comer of the site, but not along the southern perimeter; a perimeters. throughout the interior of the parking area. caliper at time of planting. sanitary easement presents a conflict. Trees have not been b. Trees required by the preceding paragraph should provided consistently along the northern perimeter, and measure 2% inches caliper (measured six inches above the Provide screening for the vacuum those that are provided are very close to a water line. Trees ground); should be evenly spaced; and should be of a stations, the auto sentry and gate, along the northern and southern perimeters would help species common to the area. Such trees should be planted in and all associated equipment. minimize the visibility of the canopies, but they won't planters or medians sufficiently large to maintain the health Provide screening shrubs along eliminate visibility. The holly shrubs proposed along the of the tree and shall be protected by curbing. the southern and northern borders northern and southern perimeters will help mitigate the c. Shrubs should be provided as necessary to minimize the of the property and along portions view of parked and stacked vehicles. parking area's impact on Entrance Corridor streets. Shrubs of the EC frontage that are not should measure 24 inches in height. screened by the building. The The parking space and island configuration have changed. screening shrubs must be of a Two trees have been added to the island adjacent to the species, spacing, and height that dumpster_ will provide the screening of all mechanical equipment at the time of planting. (See #17-19) Consider shifting the travel lane to the south to create additional planting area for screening in the planting island. Provide large shade trees, 2'/2" caliper at planting, in the planting island between the entrance drive aisle and the parking spaces to help screen the vacuum equipment. Revise the planting height for the Inkberry and Yaupon Hollies to be at least a minimum of 24". If screening of mechanical equipment is provided elsewhere then provide screening shrubs to the south, along the stormwater management basin, at a minimum planting height of 24" to minimize the impact of the stacking area. 36 Landscaping of buildings and other structures: Provide shrubs or other A variety of shrubs has been provided along the EC front None. a. Trees or other vegetation should be planted along the vegetation along the front of the of the building. The shrubs extend to meet those proposed front of long buildings as necessary to soften the appearance building. along the north and south perimeters of the site. of exterior walls. The spacing, size, and type of such trees or vegetation should be determined by the length, height, and See #35. 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. Shrubs should measure at least 24 inches in height. 37 Plant species: a. Plant species required should be as See #35. The plants are on the various lists. None. approved by the Staff based upon but not limited to the Generic Landscape Plan Recommended Species List and Native Plants or Virginia Landscapes (Appendix D . 2 38 Plant health: The following note should be added to the Add the standard plant health The note is on the landscape plan. None. landscape plan: "All site plantings of trees and shrubs shall note to the landscape plan. 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. - Development paftern 6 Site development should be sensitive to the existing natural Consider moving the building The site has already been developed. The building location None. landscape and should contribute to the creation of an further away from the EC, while has not changed. A crosswalk is shown connecting the organized development plan. This may be accomplished, to maintaining parking and sidewalk at the building to the sidewalk on Woodbrook. the extent practical, by preserving the trees and rolling equipment behind the building (as terrain typical of the area; planting new trees along streets viewed from EC). and pedestrian ways and choosing species that reflect native forest elements; insuring that any grading will blend into the Provide a pedestrian connection surrounding topography thereby creating a continuous between the internal sidewalk and landscape; preserving, to the extent practical, existing the sidewalk along the edge of the significant river and stream valleys which may be located on EC. the site and integrating these features into the design of surrounding development, and limiting the building mass See #19. and height to a scale that does not overpower the natural settings of the site, or the Entrance Corridor. 39 The relationship of buildings and other structures to the Entrance Corridor street and to other development within the corridor should be as follows: a. An organized pattern of roads, service lanes, bike paths, and pedestrian walks should guide the layout of the site. 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 rovisions 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 40 Site grading should maintain the basic relationship of the site Provide a label specifying the Wall heights do not exceed 3'. The grading along the Round proposed contours to surrounding conditions by limiting the use of retaining walls maximum height of the proposed western half of the northern side of the site is generally not with a ten -foot minimum and by shaping the terrain through the use of smooth, rounded retaining wall. rounded. radius where they meet the land forms that blend with the existing terrain. Steep cut or fill adjacent condition. sections are generally unacceptable. Proposed contours on the Revise the proposed contours grading plan shall be rounded with a ten foot minimum radius such that they appear natural, where they meet the adjacent condition. Final grading should rounded and do not have less than achieve a natural, rather than engineered, appearance. a ten -foot radius throughout the Retaining walls 6 feet in height and taller, when necessary, site and where they blend with the shall be terraced and planted to blend with the landscape. existing tMography. 41 No grading, trenching, or tunneling should occur within the Provide the conservation No existing trees are proposed to remain. None. drip line of any trees or other existing features designated for checklist in the site plan. preservation in the final Certificate of Appropriateness. Adequate tree protection fencing should be shown on, and Provide a tree protection fencing coordinated throughout, the grading, landscaping and erosion detail in the site plan. and sediment control plans. Show the tree protection fencing 42 Areas designated for preservation in the final Certificate of Appropriateness should be clearly delineated and protected in the Grading and Draining Plan on the site prior to any grading activity on the site. This sheet. protection should remain in place until completion of the develo ment of the site. 43 Preservation areas should be protected from storage or movement of heavy equipment within this area. 20 Surface runoff structures and detention ponds should be None. The site was previously developed. No new above -ground None. designed to fit into the natural topography to avoid the need stormwater facilities are proposed. for screening. When visible from the Entrance Corridor street, these features must be frilly integrated into the landscape. They should not have the appearance of engineered features. 44 Natural drainage patterns (or to the extent required, new drainage patterns) should be incorporated into the finished site to the extent possible. 12 Signs Sign applications are required for Signage is reviewed and approved by separate submission. Signage is reviewed and all proposed signs. Eliminate However, the following preliminary comments are approved by separate cabinet style signs or limit them provided. submission. However, the to secondary signs. All cabinet following preliminary type signs must have opaque Wall sign design has changed since the last review. Wall comments are provided: backgrounds. sign type is still illustrated as cabinet signs, but colors have Wall sign design has been changed to black and white. Cabinet signs are not the changed since the last Reduce the number of colors used preferred sign type in the ECs. If illuminated, the review. Walls sign type is in the sign to be no more than background portion of cabinet style signs must be opaque. still illustrated as cabinet three (including white). signs, but colors have been changed to black and Eliminate overly intense colors white. Cabinet signs are from the sign proposal. not the preferred sign type in the ECs. If illuminated, the background portion of cabinet style signs must be opaque. ATTACIEVIF TS A - W4 Car Wash site and architectural plans (See below) 13 SUMMARY OF RECOMMENDATIONS Staff recommends the following as the primary points of discussion: 1. The building materials and colors; the tinted glass, the proportions of the northernmost building bay. 2. The vacuum and pay station equipment: visibility, character, appropriate treatment, screening. 3. The character of the proposed canopies and whether they will be integrated into the overall plan of development. 4. The landscaping proposed along the EC. 5. The lack of perimeter trees. Regarding the site plan and architectural design, Staff recommends approval with the following revisions: 1. Revise the design of the upper half of the north tower to break up the wall area between the stringcourses, and to relieve the top-heavy appearance (without increasing the size of the wall sign). 2. Clarify the relative heights of the vacuums and the vac canopies. 3. Add the standard window glass note to the drawings:: Visible light transmittance (VLT) will not drop below 40%. Visible light reflectance (VLR) will not exceed 30%. 4. Eliminate the vac canopies to reduce visual impacts. Alternatively, reduce the vac canopy fascia height to appear more proportional with the 10' posts. 5. Confirm that there is no equipment visible above the vac canopy fascias. 6. Revise the photometric plan to include the wall fixtures. 7. Limit wall -mounted lighting to that which is needed for safety/security. Eliminate the fixtures above the awnings on the east elevation. 8. Revise the photometric plan to include the locations of all wall -mounted fixtures and all canopy fixtures, and the illumination from those fixtures. Limit illumination at the ground to 20 fc maximum. 9. Include the cut sheets in the site plan set. 10. Revise the lighting plan to show that the color temperature of all proposed light fixtures is the same level between 2000 and 3000K. 11. Revise the lighting plan to show that site light poles and fixtures have a bronze finish. 12. Revise the lighting plan to clearly state that site pole light height will not exceed 20', including any bases. Revise the photometrics to account for this change. 13. Shift trees to avoid utility conflicts. 14. Provide a complete landscape schedule on the landscape plan. 15. Add trees to the northeast corner of the site where utility conflicts don't exist. 16. Remove the note from the landscape plan that reads, "Small to medium trees can be substituted for large trees if overhead utilities are present. See VDOT road design manual appendix B(1)-47" 17. Provide a copy of ACSA's approval of the landscape plan. 18. Provide trees 2 %" caliper at planting, 40' on center along Woodbrook Drive, clear of utilities and easements. 19. Ensure that the landscape plan includes the shrub planting along the carwash exit travelway. 20. Increase planting area to meet landscape requirements along the north, south and western perimeters. 21. Round proposed contours with a ten -foot minimum radius where they meet the adjacent condition. 22. Signage is reviewed and approved by separate submission. However, the following preliminary comments are provided: Wall sign design has changed since the last review. Walls sign type is still illustrated as cabinet signs, but colors have been changed to black and white. Cabinet signs are not the preferred sign type in the ECs. If illuminated, the background portion of cabinet style signs must be opaque. 14 TABLE A This report is based on the following submittal items: Sheet # Drawing Name Revision Date Sheet # I Drawing Name Revision Date Site Develo ment Plans Architectural Plans 1 Cover Sheet 6/22/20 - Elevations —North and West 8/18/20 2 Existing Conditions & Demo Plan 6/22/20 - Elevations — South and East 8/18/20 3 Site Plan 6/22/20 - Dum ster details - 3.1 Site Plan Canopy Detail 6/22/20 Perspective Rendering - 4 Utility Plan 6/22/20 - Floor Plan - 5 Grading Plan 6/22/20 Material Samples: EIFS to match SW 7001 Marshmallow (top of building); Belden Brick Co., Frosted Whites with natural grout (base of building), Horizon Stone: Smokey Mountain Handcrafted (bottom of building); Vacuum Booms: Sonny's RAL 9005, Base Trim: ACM Reynobond Black, Grout: Natural; Shade Awnings: Sherwin Williams: Tricorn Black 6258; Glass: Solarban 70 2 O ti ra VLT 47%, VLR 8% - 6 Phase 1 Erosion Control Plan 6/22/20 1 Photo of canopy - 6.1 Phase 2 Erosion Control Plan 6/22/20 Car Wash Plans 7 Erosion Control Details 6/22/20 10.6 Vacuum Foundation Layout; GC 11/13/19 8 Stormwater Calculations and Profiles 6/22/20 10.7 Vac. Post Assembly Detail GC 9 Standard Details 6/22/20 10.8 Vac. Producer Assembly Detail; GC 10 ADA Access Plan 6/22/20 11.3 POS Island Conduit Layout; GC 11 ADA Details 6/22/20 12 Landscape Plan 6/22/20 13 Landscape Details 6/22/20 14 Outdoor Lighting Plan 6/22/20 - Wall Light cut sheets - 14 Equipment Sales 6/22/20 14.1 Equipment Sales 6/22/20 15 ARB2019-85 W4 Car Wash vicinity ma 4`v `. 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LEL.s "RETAIL 'Dr.AL SUCH, CRY JOUNAL ANN DaATxS aPENSENLESAEADVo�MEBYTHE�NE 4 DUE Io5W,DFAL FULDOUG RN�TDMIIM"NRBNSLLIINB ANDAMNTHENUTUDa THOSE TOTALED AS THE SHEVENG OF ITION' 1141 NEVER CENTERED A I TESTIFIED' --I' THE x`ALLLXU NiTHE NRIN HE ,.I I or WORK A UP DAMAGE MADE To ✓° CUT PNIC AN OLES By SHE CREGANDR SEAT IF TO' ME RESPONSIBILITY BY DUE CON��DR I OPERATORS FRONT HIPIE ILASSIANUB FRECURCREFULIGNS W�D� PRIOR CONSENT OF lot ENGINEER ANDTH �SS'.HTSNIL BE NEW UNLUSROR ALV,om MATERl,s,RuGERWICmM.TEDATE IN COSTS �TCA HALL FURN15H AND ALF EROso _ D SHALL PROVIDE PROTECTION sunswE:T`REq BROKERAGE °SOL uxB wOU5HALLBEnon RMo INAHNIOE.ANDW�El—NNRE. NmTDrI PHOTOnNCTICES. H .AN ROR EwTlx E 6iREEDCNa[B IS c STRUCD naORNNuwnHosx�GUloLl, A FISRAILTRwCH CE LENOH.5HowNaaETom'll r.TUNEOETHESRUEINRE:UNLESE SPECYLICA z. PISESISTou xO-RD WERSTUATE THEWeq SnnuREUiD Ox SMOOTH Roxnxuovs BluDE tR INSREQUIREME�samNRnxmNNhAR�r BEoON511Domo Aie"Ro. sx,D oUIREDNRREu11VELYDRY]TAR e RXO IAPTELD OLD TRENCHES To PROVIDE SUCH ADDITIONAL BEDDING AS REPUBLICS TOPEN R URNAaelCLET 11111IRESSNAU HAVERRETALL HINSP.ANDCwERSOR IS. AALI CE T. , vD r.R ESD IPSSSHD N—H 1WNE. s.comRACTORSHALLIPHY DIMENACUI To BRADE;NASTINESS OD INMRORIAX[4aWITH I" OEEAH5'THIN ON ,IN, MATERIALS EQUIPMENT NUCLEAR OF CONSTRUCTION AND —LEADERSHIP SHALL TABRACESS THAILAND DSO,1 STANDARD SPECINRAT10xs. STRFe ARE, WIMA IABLE AFTER CLEANUP ILL .1 OFWEx IIN INCHES WIi55 SPECIIFIEDO OTHERWISE DO AN I USISCS DONSFRI SHALtNAVEAFINE HAIR GROOMED FINISH_ ED BACKING (AWAY AU ISFRSE SEE ASPIULDR coNRRETE SURFACE AMC PRIME DRYING TO EDT STTANDARD PS�Eano:DSNAD HlP:wut 21 ORNITUREACEN TO FIELD �HUAY ALL ASSESS ON Of AN.IIN"IS..o.I,E CRIER PRIDRTDRDL,EMNBWDIAN. EVIL'11ST ExNa AS .NESTLEm.EOIS,MNT LEBMnRUSTRIND IN or THE TCHNrG5[ANUARD51cFuoNSNEPRErtRDMoDDSRESlRNM5 CUAQ_F 23. ALL SANGUINE AREMFI3URES TO ENE MCRDF RURB ONLSSS mHERwrsE BIG L AFROUND Or LEE DESIGNATED AREAS SIR ALI TREES UNAM.MNALSELOU HE MADE ADA ALL HOLES REMAINING AFTER THE GRUPLAING WE WON IN BOBBY STEEL HAVE .'DR' DECKER — ACT LANELEN IF NECESSARY HE FLATCHER RUJI ON NOT PERMITTED BUTFULT GRATIFEEN APPROVAL Ur THE LOCAL REMOVED THATS THE AREA OUTS Do THE LIMITS C��Dl� OR TROM AS OTHERNARE STRAYED BEFORE THC� FILL OPEOPLATINGN 19 STARTED RESPONSE SHOLL UNSUITABLE MATERIAL REMAIN IN OR UNCE1 TIE HILL AREEk ALFRED TRI FULL THE BE PLASUB THAI BE A' "'."I OF THE WHERNMEM LABORATORY DRY DENSITY ACCUSED_ HE STANDARD PERSENCHOSE NEARBY MG AA1U DUTIES SHOULDER MADE ACROSS PIPE 'DR IN ONE PERETIONAND THEN 1111SHERFULABY NO TIE CRIBUYEAL DIRECTION OF RIALIA AND FIFTEEN PLEEP NS SUR ASSET AREAS SHOULD BE SULT ORT AND REPLACED WASH FILL COMPATECTLECT AS DESCRIBED HEREIN LYLE PROPOSED FILE SHOULD A' INS'- TENTALI FULATICES IN ACCURSARY11 WTH ARECTO SIGNS AT AN Or SAN SM, SO MIT ADD G. DOE CLASSIFIED AS AT FEEL OIL UP AND MIT ARE NOT SLACTICENECTUNTS A' COMPANIES FIL LB� UNES AND GRADES ESTATES ON CONDUCTED AT THE LACTIOUSN' AND I UPPETCHN FEATURES THE FILL W OTHER OBAREATTER PLACTILAIDEL CATCH AND ALLETER HAVING MAXIMUM AUUUXXVF REPRISCONTAL LAYERS NOT MORE THAN A INCHES THIPS UNLESS (DESPASITTER THES 97 PERCENT OF LIFE MAXIMUM DRY DENSITY STANDARD RECEPTORS TED DREUR CHATER7SUPPENVALLY1 SPREADER BAR ORSTRAY HOSE SHALL BE NEED CATSUP ED E PIPE BECUSHICH .1 AND SHALL BE BRATEGO GREECE PLUS CAUCHROF THE PIPE INANDER DANCE As' TERE PIPE MENNUFACTELITERS RECOMMENDATIONS �0 THAT THE HEREIN COMPACTION FORNMENT CAN THE OSISTEDDEBRINGTHE IF STERLS INVESTIGATION REPORT A PAMID�, THIN --THE CRUMBETABOUSESPIC LED HEREIN. OR AT DRAINCLETED AM ALL AREAS ESSURESSATESSING SAUDIERST NATERTAL FOR TOPICS 'HALL BUT -HILL' DIA.'E. AND ONLY .'ALL' EXIMPRED SHALL BE STEEMBEHLED ELECTRICAL HALUCED ABC SPREAD DRECTLE US TAX ACRES DESIGNATED TO ASERIVE ROGS TGRA DEPTH OF 6 INCHES BE'— AND S UPED PC EACH CULD OF 'PIGS IN NOUN ENCOUNTERED SHALL BE PAID FOR IN ACCORDANCE VATIN AGAIDERET .1 -I�HERE PHASE. SIGNATURE PANEL DATE: OvaaiMEI COMMBNITY BlD.PMFM: PLANxIxG2PUKINTO HEREIN. INSFEETDNS AND O VPRIMEN}Of FlRER6NE AL«mnRts couMrsrnh<EAumaR m WHR NIADmARM NroFM%PORTATION SITE DEVELOPMENT PLANS FOR W4 DEVELOPMENT CAR WASH SITE PLAN NUMBER: SDP202000021 CLIENT W4 DEVELOPMENT PROJECT LOCATION 2100 RIO HILL CENTER CHARLOTTESVILLE, ALBEMARLE COUNTY VIRGINIA 22901 TAX MAP AND PARCEL NUMBER: 04500-00-00-093CO INITIAL SITE PLAN NUMBER: SDP201900052 RIO MAGISTERIAL DISTRICT JANUARY 30, 2020 LOCATION MAP SCALE: N.T.S. PBU=NOTES: DE L - w -. AUSB a ,SSE 3 ME I AT III IBEED ISLIAL. INS I'll. As an a' A N ntl4y DRYeN 11Y CHAT did 1 L9931 i 11 FIB, 1,BtFUR Te 7]GIII VI" SHEET INDEX SHEET NO. DESCRIPTION 1 COVER SHEET 2 EXISTING CONDITIONS & DEMO PLAN 3 SI E P AN 4 UTILITY PLAN 5 GRADING PLAN 6 PHASE 1 EROSION CONTROL PLAN 6.1 PHASE 2 EROSION CONTROL PLAN N 7 EROSION CONTROL DETAILS 8 STORMWATER CALCULATIONS AND PROFILES 9 STANDARD DETAILS 10 ADA ACCESS PLAN 11 ADA DETAILS 12 LANDSCAPE PLAN 13 LANDSCAPE DETAILS 14 OUTDOOR LIGHTING PLAN REVISION BLOCK REV. NO. DATE DESCRIPTION 1 07/05/19 ARCHITECTURAL REVIEW BOARDSUBMITTAL 2 OS/21/19 SITE DEVELOPMENT PLAN REVIEW 3 11/11/19 VSMP/WPO COMMENTS 4 12/16/19 ADDRESS COMMENTS S Ol/21/20 VSMP ADDRESS COMMENTS 6 01/30/20 ARCHITECTURAL ADDRESS COMMENTS 7 D6/22/20 ADDRESS COMMENTS Carter Engineering Consultants; Inc. 3651 Mars Hill Road Suite 2000 Watkir ille, GA 30677 P: 770-725-1200 F: 770-725-1204 www.carterengineering.net o�CPLTH pfLJ� a z z NEa afrea" `�(fjN 24. l f�7�%INAI_ CRtJ DATE:1.6o21 24-HOUR CONTACT: Greg OeBacker(706)548-1151 Project Tract =1.05 acres Disturbed area = 0.99 acres Total Impervious Area = 0.66 acres Project Site Location: Lat 38.087836° Long-78.4711830 A, IRT 'All D I Ile ALL, TAIRE RED 'I'll o� Rv' Ell asassc SFWouX1— ouvxsnE ,,A- lREATING :'LIME. oa IT 11 .A"'AA ENT-1 a mccxcxm , TN —BE ,.w oIoDT JGIVI II I V LL (VARIABLE WIDTH) A ✓IC_ rt+, .5 �f3r \f a LOCATION MAP - SCALE: N.T.S. REVELAPER 'IN AI EDGINBER BE AIR 88 1 Knowwhat'sbel0w Cell before you tlig \�� dialed zaao' sr TRUE NCRTH ccAawC ECALe 111"—IS (9 CARTER ENGINEERING CONSULTANTS v..n_,nmmNLAul^9.mv Z R< 6_ LU LU d k �0 J WE o LU J LU Q j ED ED LJ iRE _1-- N W4 DEVELOPMENT CHARELORESVILLE, VIRGINIA SHEET TIRE'. EXISTING CONDITIONS & DEMO PLAN SHEET NUMBER'. 2 IN EER NUMREH: 1901611 DATE: 06/22/20 IR 'IN NOTES / e,h.—I eemP—tfrom the em,arree[on!m LI pe he en 1 1 q I Ipe L / u e. u.u„1, ILI be mmeame 1111Ihe Pn narox � I Bu a M a. a. � 1 III / 'a wN a (ffi { I I I I I / I Lett'. SLOPE <PEd. " yG; GOULD OHOR IN. RIO HILL CENTER I I � ' Y� XOV OuNA4111' fj I Ir 1 wo --- PK NAIL � D ____-._`-___—__—_____ -,PA I I. I EI IIPALPLAS ORDDS xnorme0uumrsTEx m IR,I O Ni.ffiRID)RC RE AP o I I I can I l I - �NtaLR I 9 i•ti' Ii SCT RIO HILL, LLC CIO ROERWHAL PROPERTIES TO. GA 0-00-00.094A0 UI11 WOODS PC $C WO % PG 189 Ir 1 _ PRESENT U9E:bMOPPING CENTER I ) _ AD AI INNEER S r LA, ; I; PEERT sd>/Tr. ,B� rRA11.NVsTAnox me J CviOSuixv AnosAhy L ,A NIT,P-I I I I J�a, LONCAk/E MR EI 11 / P m'PH. NO �-1 1, EN nv. an TX ELfREO ISI:INNI HDARAnns a END sscT On"s]a% el bvE Gxo —PRITYP% IE 3sa "rxf:t� Iz PROPOSED CARWASH 1 AVemE"T 4231 S.F. oGx9e.Ice 9az/ z L F.F E - 492.00 lzs ^4 TOP 1 DO _52V IT 36M" '� y],p `RpI J. B iW EX GRATED DROP INLET E% GR5 LINE INV. GNr -4]5] U.S- ROUTE 29 (SBL) SEMINOLE TRAIL (VARIABLE WIDTH) SIVI EN , l T) ry lnTl VA[LPOOV¢x 1 Ia0' BL: IIAPTI eLl I n, Ill, YP It \ / PRI xN / E% WOP INLO— TOP-01.I' INV. WT (0- PCP) -OR AIB :eO% BPEL LADLING AI DID �y / µ✓ad O LOCATION MAP SCALE: N.T.S. 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ITIS THE CON CTLECTOP'S RESPONSIBILITY TO OBTAIN A COPY Of THE GROFFECHROATM THE OWNER PRIOR TO CONSTRUCTION ADDTPEVIEW TH EER CO REMM ENDATONSTIOREED.O. E CRUSHE➢STONE AND ASPHALTILOIRSTORE COMPARED AND INSTALLED PER VAOOT STANDARDS PAVEMENT DETAILS cs II II Is ,I lr ,I I �\ I 1 .. 4 3II£ I�� O II r CI �. L + 1 n.l l..l ~ LL P � II vu -- _ _�L. ___L E _O L 1 T NOTE'. CAR VdSR RHCIAIM SYET621 , mwa STANHARR RECLAI TANK ^�^+� I�.TOTuu �r ma vrtw.l aE�_Pox vmm w' cEmABI'll xANERAl HEMriuunmur dV.fEmclxEel nnw E. nutovs nAsmpmt a-m mToxx NITS ---------------- ill, PER M I-AFALL BE N AND e ..„E..A. CONTAOTGRILMARRLLMEETHaaL� ND xNATExEnED P D WAGANOBTRA WRB RI I PAREARATIDATERARION ncvwcne n.nrpai. �: '"l— L.i ggnT�, wSxROZIRRIPFROTHAmn DING—REIR.im ARITTE-1 rDr, Tn TRAI `v Px=O EP w�:e.;mr. R Hi IAR III .A nPxP - E N-1AT,H.AxvPc Pxo�eeoE Iry Wja oy $ECl/ONVIEW IxuLDlrucnpNE PDA—FEE] LEE] 0000 0000 � o000 I�000 0000 m•es maEEI IF xxomn—v .Ev'Fi—THw R Ae P,c v. inaEAP,nEx NTS HERB gmE,WL w GPBA,£TOP NEW E„I HDPE MANHOLE PIPE HOODED GRATE INLET mEaxexTiAL-Ev,�..n.aE.Vhw.xeP�PE.Io ma<eL' CONNECTION DETAIL NOTTOBOALE (9 CARTER ENGINEERING CONSULTANTS F "HA".o;..aa m"'Im m wvx oatturmoncieniiA.ml Q L Z r W LL y Z w W a ,- o O °HE LuLJLJ DO w 0 �DO Lu W4 DEVELOPMENT ENTABLOTTE5VI LEE. VIRGINIA sHEETTRLE: STANDARD DETAILS SHEET NVMBER 9 FROIECT NUMBER: 19016W4D TSTE, 06/22/20 1 / R , - 49230 e ,• --_ ' i I =iII i 494 491.30 491AG • E � � p i • HI Iq I p = BR491.40 10 491 II I, I 491.39 I •' - e• "I TR 491.90 '"�' TR 491.90 •.Z"CONDUIT• - - 1TR491.90� ' BR 491.40• :i _ 1 I 1 • �ROPOSED'CARVVASH 91 So F.F.E. = 492,00 fl '. 49190 49 ---- -- — -- rulr, . --- --- -- — 491 C-1 490, -- `- 489 ,, 3:1 SLOPES _ --- --- 488 ` t0PARKING SETBACK --�_--_-----_ ,-�-• 487.50 �487.50` r __- _ "nti_w GRADING PLAN SCALE: 1" = 20' 19' 28' 19' J- 19'ia 28' r I I I I I I � I I I � I I I 9' /-____---_ - ___,_. 8 CONDUIT_ n/ • z • p • c_ NI (2)12'X18'H/C CONC. V • Ai PARKING SPACE WP,5' WIDE • STRIPED UNLOADING I • I I `o. �\ U. I I � I N W 125' 4B PROPOSED CARWASH N 30' 4,231 S.F. Ciaa F.F.E. = 492.00 _ 125' 4" — -- --� - _ _ _ _ - - _ _ -IQ' PARKING SETBACK _ _ - _ - _ _ - - - - _ - •21 CARTER ENGINEERING CONSULTANTS xsi�w Ro�e.slnzuw .M. N z Q < J z F— w W Z y w aG >_ O 0 0 °w -U W Lu ttI Lu o m S Un PRMERNWE: W4 DEVELOPMENT C RLOrt WUE.VIRGMN SHEEii : ADA ACCESS PLAN SHEET NUMBIM SITE PLAN 10 SCALE: 1" — 20' ACCESSIBLE PARKING SPACE, ACCESS AISLES AND RGnUNumlla: PASSENGER LOADING ZONES SHALL HAVE 50RFACESLOPES 19016W4D NOT8IEEPER THAN 1S7p.5%) INANV DIRECTION. OAIE: 06/22/20 x_ 1 ~WIiN BUFFER SiPoP mM _r WIiN BUFFER SEW T ,- SECTION A -A ai MEIER 5'. .�_•� _L I ... T SECTION R-S ��`q(2/ `^°n•*, e aaioA.Mi� wUuucss rs ncu,v nrsa[. TYN[µ PLACEMENT yP1P• AT WTER4CTON MTEM CROSBWµ[ _ 9 TYPE RLKATIOµNLEI �.., :"a7eiciM(0eP y " MALWa PLACEMENT wuz WR fR STMW+r CC-12 DETECTABLE WARNING SURFACE I W-Vzl, I Ir_11 1TYPE 8 (P...EPT APP TTN)N OME .PER N/C PAacwc IDACE rosrart BAw c rRrrc 4IXWLLK O U'DNA, ISJ v{tOW I� i¢.svMwMwr ieiouleCu a iHa%ex""Enw me cbia aF Txs orTnenaioesm sw�uorsAiu�`vaiLe ece+ren CROSSWALK STRIPING s' A sLEYFL LANDING ARE0. SLOPE Mi0 RAMP CURB NOT TO EXCEED 2F IN A (TN.) ANY DIRECTN)N RAMP SLOPE NOT TO EXCEED I:1. (TYPJ Sr0EWAl. RAMP 4 CROSS SLOPES OF RAMPS SHOULD NOT EXCEED 2.0% AT ANY PONT T. 5 _0 MIN T � P ISOMETRIC VIEW OF RAMP RAMP LANDING 5' MIN. PROUD TOP OF E CURB GU2ilER POSE SLOPE R' T A 1 CORgL9L �5 IUl A SECTION A -A NOTES: 1. HANDICAP RAMP CONSTRUCTION SHALL CONFORM TO ALL FEDERAL. STATE AND CITY CODES AND SPECIFICATIONS. 2. SURFACES SHALL MEET THE REQUIREMENTS OF 2010 ADA AND THE 2004 ADAAG S. THE SLOPE OF THE CUTTER MUST NOT EXCEED 1:20 ADJACENT TO THE RAMP. STANDARD CONSTRUCTION DETAIL HANDICAP RAMP TYPE I PRM4 PAR vt sw m cov.rnv Wna v.mfwa,Y m surF VEwumays SOEW,W 11G, 3y gyDN� 33 I LP, Rr IIFI MLOW M2J 4 vuxE XcceaneMEVAnuwevxx¢��sav sums+cmeaMcres PAINTED HANDICAPPED PARKING SPACE & SYMBOL NOT TO SCALE "HANDICAP PARKING ONLY" SIGNS NOT TO SCALE (9 CARTER ENGINEERING CONSULTANTS YiM Man IGII MW�S"NEW ,Y.mao<.cAaoa,: n.I�N N Z g g z Ld F- a r W > LLJ goo o I Lu w W i > UJI W ry V) W4 DEVELOPMENT CNARLOTTESVIL E.VIRGINIA SHEETITTO ADA DETAILS O CIFTNUMBER: 11 FROFCTNUMBER: 19016W4D LATE: 06/22/20 N e� Y�7 11EPl==1 R. .UYINLE ..armn°rR° am! m.,IT1 V:F11 P—SY,II nim.amnn4Gra .mlwry Mal/ .w YR-1 evpMm olh +eP,m ummIT(rWY4.1� P aRISPRE MIN. -11 oo.ble oeEwN nR. !„) L'UPERY. .anp.PNNEer, o eR�nnMWr.Ix �x N. m n.. xe Henn ° ,.. NLI 1r edbw C-EIIRLI V =reaem coon Q k.wm'(a,b m4s.Soo°? ovum ,n.pw5m L � m wr se e' �\ 4' El L>•nWa O Old, E-CI - LL { R () 0 �& aRATHT N LETTER EMEREP,- 11. 11 ]v. RP-nw vm. uuaee NosG4FE svM6ols 6 n ,m : f ..n.. rs n..... :,..1.n.T,.1."'mo•..RnlN.00T4w H �m.�—•.n 0 HILL- C m.b... o Il RnnwMp — N mn .mom e�W I r PK NAILq D — EA / °➢s I M nlr 1 eaww°N e°/ 13100uerE eryocrton ryasF� r' Is65Ne, WE'[n[Er rvG ULIT G11 µ TERLI✓eR gm.lormnmy-MMIRSIRS, rs°w ene ,pony In, u� NAC•NNL ELEV=.s i I - a 1 — ETTIEN.-Nr.1 ..� H TER WI NET I-IU PE entonal SOT RIO HILL`LUC 1 6 II C " Rw OSENTHPL PROPERTIES PIPNTING NOTES: ENTRUNI REGGDNO, OWnrT, ouwT,4.@P S-"ngVLTCPtET ao o nm .Al O Ot PG ST SEMNO POGO PRESENT USE. SHOPPING CENTER rry — yyy I WRITE w ean.'LNE.e x.i mrNxE D.. I ILElowARF ILERCry l ouT'1 P N_ II I ~s .1. EVE RULE l EY N11Nrv1— a P IN x ME. END SE1% {. le SLATE `METTT I / US 9R PLICRINTEE'TRAIINAl E. pUTE`DRDe 1 -.en Hill IN -1,C wV. CUT =n9.1 O PROPOSED GARWASH 4,231 S.F. F.F.E.- 492.00 Ea us LINE U.S. ROUTE 29 (SBL) SEMINOLE TRAIL (VARIABLE WIUTH) EumeE<u 'EE • I () G j wi— EEE M um -.ImuE:E ItRoO.CT.CIEG)I PMaeooN. tol LR 0 )1 ,4ff a t CNEEN ELL Ij. OS n1 / RUG N9: ryEE Y . I B99/].. SEE 81 `I,1 Y3 1a I 11 o° Al L I1 I 3 GREIII ILIS CUSTINCUEm,Ae 1 I' .' I' I..IN. UPSEELLY, II-13C w GU � �IE61Eµ11CSEO ILI Itl'wruivo rwmEluN °uENo CTL Ilil'SA E I'.ERTmNeLE Da, Ivl'num'Tm I 1 M K aoww1at'sbe1oW Ca11 before you dig �� dia1811 TRUE NORTH PROJECT NOTES DWN PO..141 G xMa ,.I- IRS ENESELPIP , EST Ell v9av GRUT LN NMll", 1 er ng. v � 1-1 M`RPN ITS. RELY IT, 1. N, TEIREPTCOGUI W 1 Ill T ° ompmee u: nEll I. ll uERN. ll TRUNI r b EERILY fl NYL.C. °,I , * me lU'lll eET-M6 n rnebY MUR ECRUNI s lee .11661 v vl .d.— ert°neo e- v e�¢M6 N,., ,w m..e..nnry,NNE, e A°wd ,I .,�dan.E.,„ , PENCIER, I, PARKING DATA n. r+r wva....°nI...nwe, (I. GT IR,nf mvfwm.p..ef�•. ne(s.mCl+a•°,e/eer ,EI N(ORG" rc/eeeafR* (��en CUUP nRlee.w ..GN r°smpAt ev bery A9lrry PNa If LE. Nror e•(111 . .mf M. Infl-, Dope^- me, R111RVN renm.mms m. w1 wdm Na.a EUL,e i n.edndlz°v.s.n.dl NOT D- EIINIINIryLLn: Ill TELL ALL, .f.1flYE -1 E GET.11 Iaa6iwl I. ain6 Ill A- SLOE R6L.a T _eP - iea:LnNEIE�oml e xge— me.nnl iyi9IP IncI 9Neama CUMMYS, 25mv1 o.El a. 11S TCN1 HER Ml L.Ndl I'll, To:IEnrczs—Nn nl IT NET.. ER .1 m IS D ;a' aol Eu ONAPHI"CAEE SCALEI—W (9 CARTER ENGINEERING CONSULTANTS LN g H w L ILL! d `O o 0 l LL —1 Lu Lu W Lu p S W ry I— Ln W4 DEVELOPMENT CHARLO(TFSVILIE, VtRGINN 5NEETmUcl LANDSCAPE PLAN MEETNLMBEe: 12 PELLET NUMBER: 19016 W 4D ,ATE, 06/22 20 I LEE m.Nm. •�o, ue� TER INoreae.w, m.=.m -,LI- ,. Pm.uoa , Ad LIFE 1. .. . BEE 111.. M m.w.P�..w..�..«..� SHRUB PLANTING ON A SLOPE SHRUB PLANTING DETAILS mO NOTE I�-YTMECW I1I r 511.. 3w0005W6, REAL, BE HAT.—DPEP Rc 3PINZL"52 n3'WOODsiANES. EOIIu mTAIATAIR. FEETHRIFEDERAL cEp� OAEM s�B CARRONAT BIBLE OF x LSErlxsmEsopuuA. Ev rz NEswmi meES ARE P�uxTEoe oa'Ess Ew PAVEmEN OE�EVPooiNAVROTEBTIE paDT TDILEOLL� �Ir RADEox ARB -APE En AND TBALLAnommwnirva. BE VANES. WHO TREE REELER aN nPROTOkl"ZE TXEEEALLNe ARAORnEEr malDm TpEE ATTACx PEP TO OF ..._EAooropmPPT.m E¢Eu ENTER TE.B.P MARETACOPOR APEEIHRETIBB <11 LAW ENABLE OR w EARLIER ANN BE OA'A. sAxo R".11OUm µgxuTAciuRE ION6 P 5(I I SPLICER TRAD V_ELRO, e[xrtpEB Ox 05 AI STTREE D. > yn✓ pux GOTENTR PLADLOINEVER • 1 A xORTIM„TUMR,OR PR DMINTAL .mntE .=NTT nEM>FINIIFERN UR oEERs TREE PLANTING AT LANDSCAPE TREE PLANTING DETAILS %a"=1 TREE PLANTING AT AWN HOLD DROVE Z� BELOW DIAEExi NFEREARTAND DEP NRLAN ROILIULTH OEDAEEE _R 11 ETOR EL Tlll�LGNAEARLINJOBERILLm ETUDR AA➢VESOR 11r - I I I � Ir r. 1 ��1 PAWRAD SOIL PREPARATION -PLANTING BEDS MIN I INLREAV ABOTENT AN, INTAILLATE IIINERIBILD 'LATIR."IBITIATIPAR iNORTH FP7 5 RUDFAAHVESDIL FILL III SOIL PPEPAERATION--TURF GRASS PREPARATION DETAILS 13 ,SOIL GROUNDCOVER, GRASS, AND PERENNIAL PLANTING DETAILS SHRUB . owo"EExa� OTo LELLI INEEIRVIEBINDE SLOPE r SEIIq[E PwMB +_i. inAW�®,i°Beo _ DIEVELPHOON AN AN NVPGanxo ON P� usisw 1. APE ATANTING FEARS FOR R_ STATE BE RIPLABLAIT AND EL SPAT NO AND DEnrvnTE5 w"L� VAR SHRUB& GROUNDCOVER SPACING (9 CARTER ENGINEERING CONSULTANTS "IM.R:w .1IN.HEEIa W �Im. AN. =� PV"N g a F--� H w Z Lu a k G DO DO W ED O W CO ELL LET z Q o Lu ry W4 DEVELOPMENT CHARIOT I RAVI LEE, VIRGIN HE SHEETIEFLE, LANDSCAPE DETAILS SHEETMIMBFR: 13 EROIKTNVMOER: 19016W4D TATE: 06/22/20 x ONTO NJ8,C RI "I IN RESIDENTUEL El OUBAL F statistics Description Symbol Avg Max Min Max/Min Avg/Min v za 'o, 119N[ 50111M ee., �)x zv u wnoaernd, + on rc o.ek Nrp 1Vp. :, !, _ •d •^ ame ralkin0 tn[ +. 3.5 h 8.3ft s.5:1 3:3:t '—'Si u u M Le�eia sa uglaIPrope�0e + I.O N 3.Jk N/A III N Mle Is> °Q.a11 e �a. Each outdoor luminairc equipped with a lamemits � /'/ . �i, as Ya3,000ormore initial lumensshaR beafullcuinaire ° rand shall be arranged or shielded to reflect liy from zzo za ss i E31 adjoining residential districts and adjacentThespi➢over of lighting from luminaires onto puds and ie ax ,., as a 'tl aa' :a property in residential or rural areas zoning s shall out exceed one-half footcaodle.--------- ----- /'�/ /�f o4�i rB 11 d' BE, 'z, I ° ri.,e °0, ex , a, E, °, O e a v 'on a, a, °, BE nn e AF °. n, °° °° oq BE, BE '9 IF c, IN be 70 10 BE ,e ,.e !a ee .1 f, IB 11 BE B , u 0.0 E. E, nn e. Be xe ,., >, >a as -'r 'nf :` en ao m °.° n° B. -B. h, z, 1. °Ii4 nn on an ne ud - I'll-zi Ino 'aa 'ea no 'n° 'ne :ae fan a.e °z en °.° ], oo no ao -ti In -u+_ 'a. 'm--m xs. —qu nn ao 3n no oo 'cn' -'E. 4n--1'n= n. o °.° -oso ai yy e. °x °, m ee eE m. a° no m PImi— CARTER ENGINEERING CONSULTANTS 11 Ln ISO ED d F— H w LLI a k O° J O W -.1 W i W O t LU >V x LU 9 W4 DEVELOPMENT CNgRWO FESVILLE, VIR51NIA OUTDOOR LIGHTING PLAN IH 1 1 06/22/20 ®TRACELITE® commercial & industrial lighting DESCRIPTION The SCP-R recessed canopy is a low -profile 16" square canopy with a variety of precision engineered optics for application flexibility. This canopy optimizes optical performance and long -life with superior thermal management in an attractive and durable die -formed aluminum enclosure with premium PMMA optical lenses that do not yellow over time. This product can be easily recess mounted to ceilings or overhead canopies with only 1.2" thickness below the ceiling plane. The SCP-R is the ideal energy -saving solution for applications including, but not limited to, parking garages, schools, office complexes, light commercial development, apartments, walkways, entryways and stairwells. CONSTRUCTION • Precision die -farmed aluminum enclosure with stainless steel hardware • White powder coat finish, custom colors available upon request • IP65 rated light engine compartment OPTICS/LEDS • UV -stabilized polymethyl methacrylate (PMMA) optics that will not yellow over time • Garage optics provides a type V short symmetric square distribution with light focused in the 60" to 80° zones to optimize spacing with even light distribution • Performance optic provides a type VS (square) very short distribution and offers more light in the 30° to 60o zones, ideal for higher mounting heights over 12' • Low glare optic provides excellent Type VS (square) short distribution with exceptional glare control • From 20W to 67W With up to 9016 lumens for maximum project flexibility • Efficacies up to 134 LPW maximize energy savings and utility rebates • 4000K CCT and 5000K CCT • L70 of 190,000 hours • CRI z71 ELECTRICAL • 120-277VAC, 50/60Hz • 0-10V Dimming driver INSTALLATION • Fixture attaches to canopy surface and can cover up to 15" holes • A safety cable and a wireway cover are provided for ease of wiring TESTING & COMPLIANCE • cETLus Listed to UL1598 for Wet Locations for covered canopy applications • DesignLights Consortium® (DLC) PREMIUM Qualified • Operating temperatures: -40"C to 40°C (-40"F to 104°F) WARRANTY • Five year warranty (terms and conditions apply) SCP-R Recessed Mount LED Performance Canopy Model: Dale Accessories: Job Name: Type: L • wfr vaaminNry EREMIUn Specs At A, Wattage(W) 20 36 50 67 Lumens (Im) 2670 4815 6586 8940 Efficacy (LPW) 130 133 131 133 Equivalency (HID) 70W 100W 150W 25OW Distribution Garage (G) - Type VS Square Short Low Glare (LG) -Type VS Square Short Performance (P) -Type VS Square Very Short CCT 4000K,5000K CRI t71 Input Voltage 120-277VAC, 50/60Hz, 0-10V Dimmable Operating Temp -40°C to 40'C (-40°F to 104'F) Certifications cETLus Listed, Wet Locations Covered Canopy, DLC PREMIUM Warranty 5 Years Weight 7.0 Ibs 'Nominal Wattage (QOOK CCT) Note: Environment and application will affect actual performance. Typical values and 25°C used for testing. specifications subject to charge without notice. ORDERING INFORMATION Example: SCP-R-20-P-VS-4K-WH Series Wattage Optics Input Voltage CCT Finish SCP-R 20 = 20 Watts G = Garage VS = 120-277V 4K = 4000K Will = White 36 = 36 Watts LG = Low Glare 5K' = 5000K CCR = Custom Color 50' = 50 Watts P = Performance 67' = 67 Watts Notes ^ Non -stocked item, longer lead times apply, consult factory for details 'Consult factory for details PERFORMANCE DATA NODEL SCP-R-20-LG-VS4K Kwo* STOCK INAnAGE (m 20 CCT 4000K LUMENS 2352 EFFICACY 115 CRI 72 SCP-R-20-G-VSAK MTO 20 4000K 2543 124 72 SCP-R-20-P-VS4K STOCK 20 4000K 2670 130 72 SCP-R-20-LG-VS-5K MTO 20 5000K 2350 114 73 SCP-R-20-G-VS-5K MTO 20 5000K 2533 123 72 SCP-R-20-P-VS-5K MTO 20 5000K 2670 129 72 SCP-R-36-LG-VS4K STOCK 36 4000K 4227 117 72 SCP-R-36-G-VS4K MTO 36 4000K 4582 126 72 SCP-R-36-P-VS4K STOCK 36 4000K 4815 133 72 SCP-R-36-LG-VS-5K MTO 36 5000K 4282 118 73 SCP-R-36-G-VS-5K MTO 36 5000K 4601 126 73 SCP-R-36-P-VS-5K MTO 36 5000K 4839 133 73 SCP-R-50-LG-VS4K MTO 50 4000K 5702 114 72 SCP-R-50-G-VS4K MTO 50 4000K 6306 125 72 SCP-R-50-P-VS4K MTO 50 4000K 6586 131 72 SCP-R-50-LG-VS-5K MTO 50 5000K 5590 112 72 SCP-R-50-G-VS-5K MTO 50 5000K 6168 123 72 SCP-R-50-P-VS-5K MTO 50 5000K 6472 130 72 SCP-R-67-LG-VS4K MTO 67 4000K 7829 117 72 SCP-R-67-G-VS-4K MTO 67 4000K 8466 126 72 SCP-R-67-P-VS4K MTO 67 4000K 8940 133 72 SCP-R-67-LG-VS-5K MTO 67 5000K 7887 118 72 SCP-R-67-G-VS-5K MTO 67 5000K 8589 128 71 SCP-R-67-P-VS-5K MTO 67 5000K 9016 134 72 *MTO = Made to order (subject to charge, consult factory for lead three) DIMENSIONS 16.0- u 16.0' 2-4- SAMPLE PHOTOMETRICS SCP-R-36-P-VS-4K IES: Type VS Square Very Short MOUNTING HEIGHT: 10' a 30' 20' 10, 0 10, 20' I1 30' 30' 20' 10' 0 10, 20' 30' Specifications are subject to change without notice. Installation must be performed in accordance with A R R O N Banon Lighting Group installation insimdions. lighting group 10810375 Rev 2 10/18 800 2i9a8 • ..banontig.mm PRV / PRV-XL Prevail LED Area / Site Luminaire Typical Applications Outdoor • Parking Lots • Walkways • Roadways • Building Areas Prevail Product Certifications 4) Interactive Menu • Ordering Information �T r C pagez LISTED • Mounting Details page3 • Optical Configurations page3 55 • Product Specifications page3 _ • Energy and Performance Data page Product i-natures • Control Options page5 ,A`"�,/ / Quick Facts • Lumen packages range from 7,100 - 48,600 lumens (50W - 350W) • Replaces 70W up to 1,000W HID equivalents • Efficacies up to 148 lumens per watt • Energy and maintenance savings up to 85% versus HID solutions • Standard universal quick mount arm with universal drill pattern Dimensional Details Prevail L13-15/16' 1354mml J Prevail XL W OCOOEa0 00 pa PtSolutions Mo Ordering Information SAMPLE NUMBER: PRV-XL-C75-D-UNV-T4-SA-BZ PRY=Prevail C15=(1 LEO)7,1DD Nominal Wmens D=Dimming(0-10V) BNV=OniVersal(120-2M) T2=Type ll SA=Standard Versatile Arm AP=Grey C2542 LEDs) 13,10D Nominal Wmens 34]=3d]V T3=Type Ill MA=Mast Arm B2=Bronze C40=(2 LEDs) 17,100 Nominal Wmens 4110=480V' T4=Type IV WM=Wall Mount Arm BK=Black C60=(2 LEDs) 20.000 Nominal Lumens T5=Type V DP=Dark Platinum I364=13raphite Metallic LED) 26,100 Nominal Luens PRV-XL=Prevail XL C]5=(4(21"( m WH =White an 0 41,100 Nominal Lumens C'S0=(� ill 48,600 Nominal Lumens 7030=70 CPI / 3DDOK CCT ° 7050=70 CRI / 51DOOK CCTs HSS=House Side Shield ° 1-90=0ptics Rotated 90° Leh R90=Opi Rotated 90' Right I11i OkV/1 DI A OL 1d49 Fused III High Ambient Temper MS-L20=Maltan Sensor 0 MS-1-40111=10ptlon Sensor Device tion, W -12' Mountng Height%e Lion,12' - 30' Mounting Height'•° 12' Mounting Heighl A° 21' M-SWPD4XK=Wavellnx Wireless Sensor, T - 15' Mounting Height° -1 d'%13 M-SWPDSU=Wavellnx Wireless Sensor, 15- 40' Mountng Height%" ,It1s LWR-LW=LumaWan Pro Wireless Sensor, Wide Lens for 8' -16' Mounting Height%" LWR-M=LumaWan Pro Wireless Sensor, Narrow Lens for 16' - 40' Mounting Height (See Table 13dow)=LumenSafe Integrated Network Security Camera m.la PRVWM-XX=Wall Mount Kit° PRVSA-XX=Mast Arm Mounting Kit ° PRVSA-XX=Standard Arm Mounting KR ° PRVXLSA-XX=Standard Arm Mountng KN (for Prevail XL)15 PRVXLWM-XX=Wall Mount Kit (for Prexall XL)'S PRVIILFM-XL=Mast Arm Mounting Kit (for Revall XL)15 MA1010-XX=Single Tenon Adapter for 3-1/2' O.D. Tehran 1MI011-XX=2@180° Tenon Adapter far 3-1/2' O.O. Tenon M 101]-XX=Single Tenon Adapter for 2-3/8'O.D. Tenon M 1010-M=2@180' Tenon Adapter for 2-3/8'OD. Tenon HS/VERD=House Side Shield A1° VGS-F/B=VeMfial Glare Shield, Fr..VB nd, a VGS-S1DE=Vrdi Glare Shield, Side 1° OAIRAID13=Photocantrol Shorfing Cap 0A7RA1014=NEMA Photocantrol -120V OA/DA1016=NEMA Photocantrol - Multi -Tap 105-285V OAIRA1201=NEMA Photocantrol - 34N 0A/NAtD27=NEMA Photocantrol - 480V ISHH-01=Integrated Senate Programming Remote 19 FSM-100=Wireless Configuration Taal for Occupancy Sensor 10 SWPD4-XX=WaveLinx Wireless Sensor, 7- 1 T Mounting Height A'am SWPDS-IIX=WaveLinx Wireless Sensor, 15'-40' Mounting Height", ske WOLC-M-10A=WaveLinx Outdoor Central Module (71a NOTES 1. Oanduar 66 Cmmnium• Qualified. Refer to armiA elgnllgMs.mg qualified Products Lie under Family Models for derails. 2. Cusromerifine,andble for engineem, analysis to perform pole and fixture compatibility for applications. Refer to installation instruction and pale white paper WP5130DI EN he addrinvid support information. 3.StandaN400MCCTand]DCW. 4. only he D. it 480V Wye systems. Pet NEC, nmfica se with ungmuMed¢ymem fin,pedancegmunded symerm mcomer gmmtletl systems(rommanlyltmwn as Twee Phase Three Wire Delra, TM1ree Phase High Leg Delta and Three Phase Comer Grounded Delta systems). S. Osede.111 ode, facts, filesIprtead.w¢bsaeadnon-standardo.ble e.Opdon will mme faclaryinsmlled House SMeSM1ield of vltable wI1h T5 dlstnbmlon orC60 umenpackage. 2.N�lOnly avaablewn PRV co men rations C 9. Only available in PRVcmfigura6ans C15,C25, seorepO. 9. COntrolssystem is not avaibblewN6phmoronimlreceptade(PERor PERn OroNercontrols systems (MS,MSR2W orLWR). 1OAerasam teeeve nfi ppet senmrFy be w. 11. 1. side for the inhareto beRl maymfigRmysemggIoafive when rove.., Is ow-To'C( 4'F). 12. InorderIm IM1ehevi0eto be field -canon. See hrequirese more We components WACPOE and WPOE1R0In approprlelequentlnes. Only cOmpatl6le with WaveLinx system and software and requires system rommnmtstas an,.,Polar creation. See websne brmareWavNlnz appllcadaninlormalbn. 13. 1- place XXwit6 senmrsplm(WH, Beumr,in 14. LumaWe l Pro in PRVssaaonfia arefas C75. stalled and require network components LWPEM I, lWP-GW-I, and LWP POEB in appropriate gdantlNes. Sre webaile for LumeWeV Pro epp lceli0p Iniormetbn. 11, Only anable in PRV-XL 48OV, otmions CIS, Cicea CI14 C150, ofsyste 17. Not man lewlm347V.in ointd lot mHAoptions.CmsullWmmSefe system proMcl Pagesfor addlhonal details and compamhllXy Informdtlon. 18. Realtorer one ntcolw. 19. This time one isomedam LE 1.1 oNair ngasom(Mhall i parametaccesmry(1.T,4 arfi). 20, Top tool enables adlusmem to l armSdon,(M MSP)pazametersindudlghng, high addhutlbwmotle;son aeft, utya lime he1,dust sc fisfif and Cohen It or your htinghfing marmalpdeWei ala far.,for more lniormadon. TO.IDqtoouire emblesadluaunart to Motion Sensru(MSlpe QrW) optioclutllnq high tndlowmodo, sensievity, time delay, cutolf and more. COnsullyour lighting repreuntapve et Eamnfor more lnforma6on. 21. Requires Weveli EMAtwer4Pl pho liefififlock 22. Requires hPIN NEMAtwlstlocN photocomr0l receptade(PEA7)Op11on.The WDLCd carnal be used In nationality with other controls systems (MS. van. ZWortWR) LumenSafe Integrated Network Security Camera Technology Options (Add as Suffix) Product Family Overturns Type Data Bancluml L=LumenSafe Technology D=Dome Camera C=Cellular, Customer Installed SIM Card E=Ethernet Networking A=Cellular, Factory Installed AT&T SIM Card V=Cellular Factory Installed Vadmn SIM Card uS=Cellular, Factory Installed Sprint SIM Card Stock Ordering Information Prc,duct Family T Light Engine Voltage Distributm Option. (Add as Stfiffir) PRVS=Prevail C15=(1 LED) 7,100 Nominal Wmens ONV=Oniversal(12D27N) T3=Type 111 MSP/DIM-L30=Integrated Sensor for Dimming Operation, Maximum 30' Mounting Height 05 2LElfs) 13,100 Nominal Lumens 347=3d7V' T4=Type lV C40- 2 Lms))))17,100 Nominal Lumens C60=(2LEDs 20,000Nominal Wmens PRVS-VL=Prevail XL 05{4LED 26,10ONominal Lumens c100{d ) 31,010 Nominal Lumens C125- 4 LEO 361 Nominal Wmens CI50- 6 LEO 41.100 Nominal Lumens Ct]5- 6 LEO 48.600 Nominal Lumens MDTE£ 1. All stack configurations are standard 4001 bronze Lnlshe and include the standard yemallle mounting arm. 2. Only available in PRVC cmfigurstions C15, C25, C40 or Cap. (j� COOPERS Lighting Solutions L14NTIN. . PS500001EN page2 March 4, 2020 3:10 PM Mounting Details Pole Mount Arm (PRV) Wall Mount (PRV) Mast Arm Mount (PRV) T 2-1/2" ® 64mm1 o.C. L 6" L[83.J I153m1 Pole Mount Arm (PRV-XL) Wall Mount (PRV-XL) -13/32" [11mm1 Di., Hole Mast Arm Mount (PRV-XL) 1 � 3516" � p6mml lagmml JD oL L7-13/32"J (188mm1 1104mm1 Versatile Mount System Mounting Configurations and EPAs Rare For 2 PRV'a mounted at 90", requires minimum 3'square or V round pole for fixture clearance. Fort PRW%L's mounted at go-, requires minimum 4" square or,oued .Is tortdtue clearance. Customer Is responsible for engineering analysis to ion firm pole to fixture compatibility for applivatiuns. Wall Moaco Arm Mount Single Arm Mount 2 @ 180' Arm Mount 2 @ 90' Arm Mount 3 @ 90" Arm Mount 41 90' EPA 0.92 (PRV) EPA 1.35 (PRV) EPA 1.42 (PRV) EPA 1.63 (PRV) EPA 1.63 (PRV) EPA 1.12 (PRV-XL) EPA 2.25 (PRV-XL) EPA 2.13 (PRV-XL) EPA 2.52 (PRV-XL) EPA 252 (PRV-XL) L (�!% + Optical Configurations Pr1V-C15 PRV-C25/M/C60 Pr1V-XL-C75/C100/C125 PRV-XL-C150/C175 (7,100 Nominal Lumens) (13.100117.100/20,000 (26,100/31,000/36,300 Nominal Lumens) (41,100/48,600 Nominal Lumens) Nominal Lumens) I ft �.I /'�_—'I � it—�_+IRM rrl rrl j1_,_; 1 1 I j111Grt�___—�1111111 1 I 1; Product 6� Construction • Class 1 electronic drivers have expected life of • Single -piece die-cast aluminum housing 100,000 hours with <1%failure rate • Tethered die-cast aluminum door • 0-10V dimming driver is standard with leads external to the fixture Optics • Dark Sky Approved (3000K CCT and warmer only) • Precision molded polycarbonate optics Electrical • -40`C minimum operating temperature • 40"C maximum operating temperature • o.9powerfactor • <20%total harmonic distortion Mounting • Versatile, patented, standard mount arm accommodates multiple drill patterns ranging from 1-1 /2" to 47/8' • A knock -out on the standard mounting arm enables round pole mounting • Prevail: 313 vibration rated • Prevail XL Mast Arm: 313 vibration rated • Prevail XL Standard Ann: 1.513 vibration rated Finish • Five -stage super TGIC polyester powder coat paint, 2.5 mil nominal thickness Shipping Data • Prevail: 20 lbs. (9.09 kgs.) • Prevail XL: 451bs.(20.41 kgs.) (jo) CLOtOPEing oR March PS500,020203P0PM Energy and Performance Data Power and Lumens (PRV) Power (Watts) 52 96 •r .r 131 153 Input Current @ 120V (A) 0.43 0.80 1.09 1.32 Input Current @ 277V (A) 0.19 0.35 0.48 0.57 Input Current @ 347V (A) 0.17 0-30 0.41 0.48 Input Current @ 480V (A) 0.12 0.22 0.30 0.35 Distribution 4000K Lumens 7,123 13,205 17,172 20,083 Type 11 BUG Rating B2-UO-G2 B2-UO-G2 B3-UO-G3 B3-UO-G3 3000K Lumens 6,994 12,965 16,860 19,718 4000K Lumens 7,111 13,183 17,144 20,050 Type III BUG Rating B1-U0-G2 B2-UO-G3 B3-UO-G4 B3-UO-G4 3000K Lumens 6,982 12,944 16,832 19,686 4000K Lumens 7,088 13,140 17.087 19,984 Type IV BUG Rating B1-UO-G3 B2-UO-G4 B2-UO-G4 B3-UO-G5 3000K Lumens 6,959 12,901 16,777 19,621 4000R Lumens 7,576 14,045 18.264 21,360 Type BUG Rating B3-UO-G3 B4-U0-G3 B4-UO-G4 B5-U0G4 3000K Lumens 7,438 13,790 17,932 20,972 Power and Lumens (PRV-XL) rr r Power (Watts) 176 217 264 285 346 Input Current CO) 120V (A) 1.50 1.84 2.21 2.38 2.92 Input Current @ 277V (A) 0.66 0.82 0.97 1.04 1.25 Input Current Co) 347V (A) 0.54 0.66 0.79 0.84 1.02 Input Current @ 480V (A) 0.40 0.48 0.57 0.62 0.74 Distribution 4000K Lumens 26,263 31.231 36,503 41.349 48,876 Type 11 BUG Rating B3-UO-G3 B3-UO-G4 B4-UO-G4 B4-UO-G4 B4-UO-G5 3000K Lumens 25.786 30,664 35,840 40.598 47.989 4000K Lumens 26,120 31,061 36,304 41.124 48,610 Type III BUG Rating B3-UO-G5 B3-UO-G5 B3-U0-G5 B4-UO-G5 B4-UO-G5 3000K Lumens 25,646 30,497 35,645 40,377 47,727 4000K Lumens 26,098 31,035 36,274 41,089 48,569 Type IV BUG Rating B3-UO-G5 B3-UO-G5 B3-UO-G5 B3-UO-G5 B4-UO-G5 3000K Lumens 25,624 30,471 35,615 40,343 47,687 4000K Lumens 28,129 33,450 39,097 44,287 52,349 TypeV BUG Rating B5-U0-G5 B5-UO-G5 B5-UO-G5 B5-UO-G5 B5-UO-G5 3000K Lumens 27,618 32,843 38,387 43,483 51,398 Lumen Maintenance Lumen Multiplier (j� CLOtOPEoR PS5000011March pa PM e4 Soluti Control Options 0-10V (D) The dimming option provides 0-10V dimming wire leads for use with a lighting control panel or other control method. Photucontrol (PER and PERT) Photocontrol receptacles provide a flexible solution to enable "dusk-todawn" lighting by sensing light levels. Advanced control systems compatible with NEMA 7-pin standards can be utilized with the PERT receptacle. Dimming Occupancy Sensor (MSP and MS) These sensors are factory installed In the luminaire housing. When a sensor ford! mining operation (/DIM) option is selected, the lumina ire will dim down to approximately 50 percent power after five minutes of no activity detected. When activity Is detected, the lumina Ire returns to full light output. When a sensor for ON/OFF operation is selected, the luminaire will turnoff after five minutes of no activity. These occupancy sensors Include an integral photocell that can be activated or inactivated with the programming remote / configuration tool for "dusk -to -dawn" control or "daylight harvesting". Note: For MSP sensors, the factory preset is ON (Enabled), and for MS sensors, the factory preset is OFF (Disabled). The programming remote /tool is a wireless tool that can be utilized to change the dimming level, time delay, sensitivity and other parameters. A variety of sensor lenses areavailable to optimize the coverage pattern for mounting heights from 8'-00'. For moulting heights from SW IT (-L12) For mourning heights from 1Z to 30' (-L30) 0 8 12 20 15 10 5 0 5 10 15 20 Coverage Side Area (Feet) any �awY'aw 0 � 51"-'--- '------------------------------- f --.. A.....N\\...._.._......_. 20 30 For 0 20 30 30 22 15 7.5 0 75 15 22 30 Coverage Side Area (Feet) mounting heights from 21'to 4P (-Lon/W)) P •--•--•--•-- .... ... <........... ... I ........ _-- ............... 20 18 15 12 9 6 3 0 3 6 9 12 15 18 20 50 40 30 20 10 0 10 20 30 40 50 Coverage Side Area (Feet) Coverage Side Area (Feet) WaveUrfe Wheless Control and Monitoring System Available in 7-PIN or 4-PIN configurations; the WaveLlnx Outdoor control platform operates on a wireless mesh network based on IEEE 802.15.4 standards enabling wireless control of outdoor lighting. Use the WaveLlnx Mobile application for set-up and configuration. At least one Wireless Area Controller (WAC) is required for full functionality and remote communication (including adjustment of any factory presets). WaveLlnx Outdoor Control Module (WOLC-7P-10A) A photocontrol that enables astronomic ortime-based schedules to provide ON, OFF and dimming control of fixtures utilizing a 7-PIN receptacle. The out -of -box functionality is ON at dusk and OFF at dawn. WaveLlnx Wireless Sensor (SWPD4 and SWPD5) These outdoor sensors offer passive infrared (PIR) occupancy and a photocell for closed loop daylight sensing. These sensors can be factory installed or field -installed via simple, tool -less integration into luminaires equipped with the Zhaga Book 18 compliant 4-PIN receptacle (ZW). These sensors are factory preset to dim down to approximately 50 percent power after 15 minutes of no activity detected. These occupancy sensors include an integral photocell for "dusk -to -dawn" control or daylight harvesting that Is factory -enabled. A variety of sensor lenses are available to optimize the coverage pattern for mounting heights from 7-40'. 40 30 20 10 0 10 20 30 40 Coverage Side Area (Feet) LumaWatt Pro Wireless Control and Monitoring System (LWR-LW and LWR-LN) The Eatons LumaWatt Pro powered by Enlighted is a connected lighting solution that combines LED luminaires with an integrated wireless sensor system. The sensor controls the lighting system in compliance with the latest energy codes and collects valuable data about building performance and use. Software applications turn the granular data into information through energy dashboards and specialized apps that make it simple and help optimize the use of other resources beyond lighting. For mounting heights from 1rW 16' (LWR-LW) 0 i41 For mounting heights from 16to 40' (LWR-UN) 0 20 30 40 24 18 8 0 8 18 24 40 30 20 10 0 10 20 30 40 Coverage Side Arm (Feet) Coverage Side Area (Feet) LumenSafe (LD) The LumenSafe integrated network camera is a streamlined, outdoor -ready camera that provides high definition video surveillance. This I camera solution is optimally designed to integrate Into virtually any video management system or security software platform of choice. No additional wiring is needed beyond providing line power to the luminaire. LumenSafe features factory -Installed power and networking gear in a variety of networking options allowing security integrators to design the optimal solution for active surveillance. Cooper Lighting Solutions 0 2020 Cooper Lighting Sdadons (,� COOPER n2, itlgnway 45owh Sit tights :p, ah warnvea coy, cn 30239 Lighting Solutions wwwP. nbassnsoo Spscir o aimeosiona PS500W1EN pages .cpgpetlcu igM1ting.m su6jen to change cM1ange wrtnpw nonce: March 4, 20203:10 PM V{11110UA l I.8 J I LRVI IL VYOrr uy.1L ^I U ri LCl Lw ar r..11 VI IF .0 036AZ (Architectural Bronze) Location: Type: Qty ::nrnmen� Centifica " ualifications _ Dark Sky Compliant Yes Locaton Rating Wet www.kichleccom /wa rra ntu Dimensions Base Backplate 5.00X4,75 Extension 8.50" Weight 1.25 LES Helghtfrom center of W all opening (Spec Sheet) 4,00" Height 7.75 Width 6.00" Mounting/ Installation Interior/Exterior Exterior Mountlng Style Wall Mount Primary Lamping Lamp Included Notlncluded Lamp Type BR40 Light Source Incadescent Max or Nominal Watt 120W #of Bulos/LED Modules 1 SocketType leleclum SoeketWI,a 150 Product/Ordering Information SKU 9236AZ Finish Bronze" Style Contemporary UPC Specifications 783927923544 Material ALUMINUM Additional Finishes • Architectural Bronze 7711 Ear 1)ln ar KICHLERn Tell East Pleasant Valley Road Cleveland, Ohio 44131-8m0 1) Information design or is subjectvalues to change without notice. Tollme: 8fi6.558S706or kkhlercom lAll �Iuea aboratory c tlesgnortypical values when measured under laboratory conditions. 2)Incandescent LquWapproximate t: The incandescent isnt equivalent a5 presented is an approximate number and is for reference only. �AIILLIE",V,1 Millennium Lighting www.miltennium[ighting.com LIGHTING R SERIES 17- WAREHOUSE SHADE THIS IM—m can be converted to a pendant or wall sconce with purchase of separate compatible downrod or goose neck. Please see compatible downrods and arms below: • Compatible downrods: PSI, RS2, and RS3 • Compatible with arms: RGN10, RGN12, RGN13, RGNI RGN22, GN23, RGN24, RGN30, and RGN41 • Compatible with wire guard: RWG17 Accepts 3/4" stem RWH514 - R SERIES 14" WAREHOUSE SHADE This item can be converted to a pendant or wall sconce with purchase of separate compatible downrod or goose neck. Please see compatible downrods and goose neck below: • Compatible downrods: PSI, RS2, and RS3 • Compatible with arms: RGN10, RGN12, RGN13, RGNIS, RGN22, RGN23, RGN24, RGN30, and RGN41 • Compatible with wire guard: RWG14 14" Accepts 3/4- stem Note: All finishes on outdoor righting must be properly maintained and treated. Therefore, we suggest cleaning with a regular application affinish preserving & renewing products such as Rejuvenate. 1� Dimensions Width 9'/0" Height 17" Wire 100" Finish & Materi Finishes \,,ABR-Architectural Bronze BP - - I �-ar�eran r GA - Galvanized GY - Gray NS - Navy Blue NC - Natural Copper SB - Satin Black SFP - Sea Foam Porcelain SG - Satin Green SR - Satin Red WH - White WP - White Porcelain Material Metal Wattage Bulbs 1-Medium A21 Watts per Bulb 200W Voltage 120V Bulbs included No Certification UL Listed Wet Location Item Number SKU RWHS17 Dimensions Width 8/4- Height 14" Wire 100" Finish & Material Finishes ABR -Architectural Bronze BP - Black Porcelain GA - Galvanized GY - Gray NB - Navy Blue NC - Natural Copper SB - Satin Black SFP - Sea Foam Porcelain SG - Satin Green SR - Satin Red WH - White WP - White Porcelain Material Metal Wattage Bulbs 1-Medium A21 Watts per Bulb 200W Voltage 120V Bulbs Included No Certification UL Listed Wet Location Item Number SKU RWHS14 Millennium Lighting www.millenniumlighting.com LIGHTING R SERIES OPTIONS GOOSE NECKS - (WALL MOUNT) RGN10 RGN12 RGN13 RGN15 6 qm ' 7A 12" � in ►6 �IE 1its-) RGN22 RGN23 RGN24 LJ ' Z fI III, 11 24- I RGN30 RSN41 T Ox,...y ° 30- jl ll -01"il � Beck Pleh Included STEMS AND CANOPY KITS - (CEILING MOUNT) 2.$0 RSCK (25°angle) ID: 3/4" RSCM Q FINISHES 12 R a ecturl Bronze I s/. CP Copper RSl GA - Galvanized 21 GY -Gray 24" NB - Navy Blue RSCKSS (45°Angle) SB - Satin Black SG -Satin Green SIR -Satin Red RS2 76' WH - White 21 _ R53 —I WALL MOUNT SWIVELS WIRE GUARDS RSW FINISHES aa617 ABR -Architectural Bronze CP- Copper 3R" GA - Galvanized i�- / SB - Satin Black SG - Satin Green RW614 E SR - Satin Red WH - White I(— 3%lE 14- j am 11 3 12- j will 2u` R SERIES ID:3/4" FINISHES ABR-Architectural Bron AL- ASB - Aluminum Painted Satin Black BP - Black Porcelain GA- Galvanized GY - Gray NB - Navy Blue NC- Natural Copper SB-Satin Black SFP - Sea Foam Porcelain SG - Satin Green SR - Satin Red WH - White WP- White Porcelain STEM CONNECTORS RC Accepts 3/4- stem FINISHES ABR - Architectural Bronze AL -Aluminum CP- Copper 1'• GA - Galvanized GY - Cray NB - Navy Blue SB - Satin Black SG - Satin Green SR - Satin Red WH - White FINISHES ABR-Architectural Bronze GA - Galvanized GY - Gray NB - Navy Blue SB - Satin Black SG - Satin Green SR - Satin Red WH - White LED MODULE RLED24W This accessory is oniymmpatible for the Warehouse Shade(.a R HS14$. RWHSnI. RLED24W 8F Adapter t 9- W: 9" x H: PA" 1920 Lumens 3000K CR190 Dimmable ARCHITECT OF RECORD: THOMAS E. MORGAN, JR. ARCHITECT C'N\ ENTRANCE END - SOUTH ELEVATION SCALE 3/16" = V-0" DESIGN GROUP 3450 Acworth Due West Road Building 100, Suite 120 Kennesaw, Georgia 30144 P. 770-917-9172 www.mrpdesign.com EXTERIOR FINISH LEGEND EF-1: EIFS SYSTEM, FINISH: SANDPEBBLE COLOR: SHERWIN WILLIAMS SW7001 MARSHMALLOW BR-1: BELDEN BRICK COMPANY, 5/8" THICK MODULAR THIN BRICK COLOR: FROSTED WHITE STN-1: HORIZON STONE COLOR: SMOKY MOUNTAIN - HANDCRAFTED STN-2: HORIZON STONE LEDGE CAP COLOR: MATCH "SMOKY MOUNTAIN" 5 ACM-1: REYNOBOND (OR EQUAL) COLOR: BLACK 6 MTL-1: METAL SHADE AWNING COLOR: SHERWIN WILLIAMS SW6258 TRICORN BLACK MTL-2: MBCI LOCKSEAM DECK, 12" X 22 GA. COLOR: STRIATED BURNISHED SLATE ALUM/GLASS-1: ALUMINUM AND GLASS ALUM COLOR: DARK BRONZE; GLASS COLOR: GRAY HOLLOW MTL: METAL DOOR AND FRAME COLOR: SHERWIN WILLIAMS SW6006 BLACK BEAN 1710 CLOPAY METAL OVERHEAD DOOR SERIES, MODEL 902/903 0 ALUM COLOR: DARK BRONZE; GLASS COLOR: GRAY NOTE: NO ROOFTOP EQUIPMENT IS PLANNED FOR THIS PROJECT. IF ANY MECHANICAL EQUIPMENT IS INSTALLED, .1 ... .( l I1 �/ Ir1 ..11 11/ n \ 1.1 l\ I �T. I A I 111f 1111 IT\/ / I D \ TUNNEL SIDE - EAST ELEVATION SCALE 3/16" = V-0" 423 FISCHER TRAIL ELLIJAY, GEORGIA 30540 mmm DESIGN GROUP 3450 Acworth Due West Road Building 100, Suite 120 Kennesaw, Georgia 30144 P.770-917-9172 F.770-917-9470 www.mrpdesign.com ISSUES/REVISIONS DATE DESCRIPTION OW018.20 COLORED ELEVATION55UBMRTAL DRAWN BY: CHKD BY: PROJECT TITLE: I <> Q �w ry J_ U � U) W w U W F- 0�O 12 J X 0� w Q U SHEET TITLE: PROJECT NO: 19066 ARCHITECT OF RECORD: THOMAS E. MORGAN, JR. ARCHITECT 1 I DESIGN GROUP 3450 Acworth Due West Road Building 100, Suite 120 Kennesaw, Georgia 30144 P. 770-917-9172 www.mrpdesign.com 0 EXIT END - NORTH ELEVATION SCALE 3/16" = V-0" 7�fa 0 MAT WASH ■ �o EXTERIOR FINISH LEGEND VENDING 1 7 EF-1: EIFS SYSTEM, FINISH: SANDPEBBLE COLOR: SHERWIN WILLIAMS SW7001 MARSHMALLOW BR-1: BELDEN BRICK COMPANY, 5/8" THICK MODULAR THIN BRICK COLOR: FROSTED WHITE STN-1: HORIZON STONE COLOR: SMOKY MOUNTAIN - HANDCRAFTED STN-2: HORIZON STONE LEDGE CAP COLOR: MATCH "SMOKY MOUNTAIN" ACM-1: REYNOBOND (OR EQUAL) COLOR: BLACK 161 MTL-1: METAL SHADE AWNING COLOR: SHERWIN WILLIAMS SW6258 TRICORN BLACK MTL-2: MBCI LOCKSEAM DECK, 12" X 22 GA. COLOR: STRIATED BURNISHED SLATE 181 ALUM/GLASS-1: ALUMINUM AND GLASS ALUM COLOR: DARK BRONZE; GLASS COLOR: GRAY HOLLOW MTL: METAL DOOR AND FRAME 191 COLOR: SHERWIN WILLIAMS SW6006 BLACK BEAN 10 CLOPAY METAL OVERHEAD DOOR SERIES, MODEL 902/903 ALUM COLOR: DARK BRONZE; GLASS COLOR: GRAY NOTE: NO ROOFTOP EQUIPMENT IS PLANNED FOR THIS PROJECT. IF ANY MECHANICAL EQUIPMENT IS INSTALLED, IT MUST BE SCREENED FROM VIEW SO THAT VISIBILITY OF ALL MECHANICAL EQUIPMENT SHALL BE ELIMINATED. EQUIPMENT ROOM SIDE - WEST ELEVATION SCALE 3/16" = V-0" 0 OFFICE 1 6 0 cN 2 154 IN 423 FISCHER TRAIL ELLIJAY, GEORGIA 30540 mmm DESIGN GROUP 3450 Acworth Due West Road Building 100, Suite 120 Kennesaw, Georgia 30144 P.770-917-9172 F.770-917-9470 www.mrpdesign.com ISSUES/REVISIONS DATE DESCRIPTION 08,18.201 COLORED ELEVATION55UBMRTAL DRAWN BY: CHKD BY: PROJECT TITLE: = Q >Q � w ry J_ U � U) Cn w U W F- 0�O 0- J X ryo wQ U SHEET TITLE: PROJECT NO: 19066 BRICK VENEEI TO MATCH B1 6" DIA. STEEL BOLLARDS W/ CONC. FILL (TYP.) f C A301 1 O' W 1- #5 VERT. IN CONC. j' FILLED CELL WHERE j` SHOWN AND AT 48" O.C. MAX B A301 A301 1 DUMPSTER ENCLOSURE PLAN A301 J nts PRECAST CONCRE WITH SLOPED TOP BRICK MATC (TYPJ I DESIGN GROUP 3450 Acworth Due West Road Building 100, Suite 120 Kennesaw, Georgia 30144 www.mrpdesign.com A301 DUMPSTER ENCLOSURE ELEVATION nts PRECAST CONCRETE lA/ITLJ CI !l 11 Tlln DUMPSTER ENCLOSURE ELEVATION nts - BRICK MATC (TYP) BRICK VENEER TO MATCH BUILDING (TYP) - PRECAST CONCRETE WITH SLOPED TOP.. "B DUMPSTER ENCLOSURE ELEVATION A301 I nts PRECAST CONCRETE WITH SLOPED TOP p DUMPSTER ENCLOSURE ELEVATION A301 J nts Vlor .. �' .. • r • i t�� _ k s F € E' 4 w F e r l A I two, Im uY = r - r r .i ,..gyp•( N- I _ r ' r + fir' • : •fir' •a .�I'_'.YL=•o-• is 91, _y waft a.?511 - r !� •- d •ie7j�' .. :I.'•e_rPE _4'+'i'}',.'•; .. •.?,.� ,.,.�., ,,rvrR'��Jh: rd••_•..c tr��}. i"[`l''7�14'T'4'II•l'. DESIGN GROUP [cL1.81iT.091 ii713M- T MM067-.i:I Building 100, Suite 120 Kennesaw, Georgia 30144 P. 770-917-9172 www.mrpdesign.com 1-"�\ FLOOR PLAN A101 / nts �r ..........� � i� t. Power Line Control Line (1" Conduit) Equipment Room (1" Conduit) 0 it 0 ❑� Office '----------------------------------------------- �ii --� I II 1 w� LPR Line Gate Line (1" Conduit) 6 �°� (1" Conduit) Office Office i Spare l0QQl 1 II l----- ----- —1 c6w {o J5 18'-0" 24'-0" N CQ 00 o 0 , 0 mcrOAIMEUGH ALTHOUGH BUILDING CODES HAVE BEEN CONSIDERED IN DEVELOPING THIS DRAWING, VERIFICATION OF SITE SPECIFIC CONDITIONS AND COMPLIANCE WITH FEDERAL, STATE AND LOCAL BUILDING CODES IS THE NSIBILITY OF THE CUSTOMER ANO/OR ARCHITECT ENGEUUPMINEER. EXCLUSIVE RESPOTHESE CONFIDENTIAL WARNING: THIS SHEET CONTAINS AND CONSTITUES CONFIDENTIAL INFORMATION, IMAGES AND TRADE SECRETS OF SONNY'S ENTERPRISES INC. ANY UNAUTHORIZED USE OR DISCLOSURE OF ANY OR PORTION THEREOF, IS STRICTLY PROHIBITED. THIS WORK IS THE ENTERPRISES 19 410 - D 6 -WCWV ALEXAND RIA KY Sheet Rev. DRAWINGS UNISHE,AND SDN NO ED. PLEASE REFER TOTRE OTH RIREMENTS FOR ENT ON UNUSS MANUFACTURERS, F ANY. FOR THEIR EQUIPMENT REQUIREMENTS, EXCLUSIVE ALL RIGHTS RESERVED. PROPERTY OF SONNY'S INC. 11.3 —�.•— SCALE: N. T.S. LOCATION: -KY- ll N m n M I m J 1- VF a i w VI Z O V Vacuum Boom Foundation 27" Vacuum Boom Foot Plate Dim 13" (4) J5 2 O 22' long by G.C. tVacuum o 0 ® 9, 0 0 ra.nnl post 64 No I2x16x¢ foot plate n 16' 16yydf 12' a` � char by g.c. � 0 Foondotion P255 FT& Concrete Note,: with Steel Reinforcement • 16" foot plate dim to run parallel to vehicle travel ° O O O O 16" U Z NOT FOR CONSTRUCTION UNTIL APPROVED BELOW. 10.6 DISCLAIMER ALTHOUGH BUILDING CODES HAVE BEEN CONSIDERED IN DEVELOPING THIS DRAWING, VERIFICATION OF SITE SPECIFIC CONDITIONS AND COMPLIANCE WITH FEDERAL. STATE ANO LOCAL BUILDING CODES IS THE CONFIDENTIAL WARNING: THIS SHEET CONTAINS AND CONSTITUTES CONFIDENTIAL INFORMATION, IMAGES AND TRADE SECRETS 410 m D 6 ®WCWV ALEXAND RIA KY SY1CCt �-� Rev. E%CLUSIVE RESPONSIBILITY OF THE CUSTOMER ANO/OR ARCHITECT AND ENGINEER. OF SONNY'S ENTERPRISES INC. ANY UNAUTHORIZED USE DR DISCLOSURE OF ANY OR PORTION THEREOF. �19 a Gy \ 5 2 6 9'-4" 7 10`-10" 3 4 s" 9 PARTS LIST LIST ITEM DESCRIPTION 1 Dual Boom 6" x 6" Leg Post 2 Vacuum Boom Pipe Mount 3 Cyclone Trash Collector 4 Garbage Recepticle 5 Express Holster with Bracket 6 Express Claw Crevice Tool 7 Mat Holder 8 Vacuum Hose 1.5" g Base Plate Plastic Cover NOT FOR CONSTRUCTION UNTIL APPROVED BELOW, APPROVED BY. DATE ALTHOUGH^ BUILDING CODES HAVE BEEN CONSIDERED IN DEVELOPING THIS DRAWING, VERIFICATION OF SITE SPECIFIC CONDITIONS AND COMPLIANCE WITH FEDERAL, STATE AND LOCAL BUILDING CODES IS THE CONFIDENTIAL WARNING: SHEET ECR AND H ANY IUSE AOF ANY REOF. j/'i� 19410 m D ��{'T�\/7 ®WC ALE111.1ND �xj RIA KY E%CWSIVE RESPONSIBILITY OF THE CUSTOMER AND/OR ARCHITECT AND ENGINEER. OFISONNY 5S UNAUTHORIZED OR DISCLOSUREAL ENTERPRISES INCORAND PORDE TION TH V I I I THESE DRAWINGSI FOR UNLESS HERWISE IS STRICTLY PROHIBITED. THIS WORN IS THE EXCLUSIVE PROPERTY OF SONNY'S ENTERPRISES INC. -- RIGHTS RESERVED. r MANUFACTURERSREMENTS NOTED. REFER TOTOTHER , F ANY, FOR THEIR EQUIPMENT REQUIREMENTS.LY SCALE: N. T.S. LOCATION: —KY— U C7 Iheet Rev. S n 10.7 12' 8 Sd2'-6" 2 + 4' q 5 7 5'-3" 6 1 2 6"ALTERNATE PORT EXHAUSTHOOD w/MUFFLER KIT 9 ALTERNATEINLET ...FROM VACUUM STALLS , 6'-4" ® V� 10 6" ALTHOUGH^ BUILDING CODES HAVE BEEN CONSIDERED IN DEVELOPING THIS DRAWING, VERIFICATION OF CONFIDENTIAL WARNING: SITE SPECIFIC CONDITIONS AND COMPLIANCE WITH FEDERAL, STATE AND LOCAL BUILDING CODES IS THE THIS SHEET CONTAINS AND CONSTITUTES CONFIDENTIAL INFORMATION, IMAGES AND TRADE SECRETS EXCLUSIVE RESPONSIBILITY OF THE CUSTOMER AND/Olt ARCHITECT AND ENGINEER. OF SONNY'S ENTERPRISES INC. ANY UNAUTHORIZED USE OR DISCLOSURE OF ANY OR PORTION THEREOF. THESE DRAWINGS REFLECT REQUIREMENTS FOR SOIINY'S FURNISHED EQUIPMENT ONLY UNIESS OTHERWISE IS STRICTLY PROHIBITED. THIS WORK IS THE EXCLUSIVE PROPERTY OF SONNY'S ENTERPRISES INC. NOTED. PLEASE REFER TO OTHER MANUFACTURERS. IF ANY. FOR THEIR EQUIPMENT REQUIREMENTS. ALL RIGHTS RESERVED. PARTS LIST ITEM DESCRIPTION 1 6" x 4" Retlucer Coupling 2 Vacuum Se orator Universal wlie Bags 3 Vacuum, Turbine 4" Pit 4 Vacuum 26hp Piotlucerw/rank 6 Conrmfe Pad for Vacuum Producers 6 4"Schedule 40 PVC 90tleg Elhow ] 4" Schedule 40 PVC Pipe B 6"Coupler 9 Vacuum Separator Pllter gag 6inDx32inL TQ Vacuum Sepalator Debris Gleanout Tank NOT FOR CONSTRUCTION UNTIL APPROVED BELOW. APPROVED BY. DATE 19410- 0®WCWV ALEXANDRIA KY D SCALE.' N.T. TION: U L7 a IH Q E-I W A ti z Sheet Rev, 0 N N N \1111111110 14x42 TWO \ COLUMN -10.0' -} N 26x56 SIX COLUMN I I I I I I I I _ I — � --T—" �� y85/72 I I 1I a I d r I I I a l .lad I Ir I I ° 30' BUILDING SETBACK— 14.0 10.01I14.01A __ 3 ° l.e° 1 , Q II 1 11,--- W I CD �JJI NP 1 of 0 l I as l °I o1I 10(1 1 I I 1 a 1 C: I f° 01 Q d IP I0 1 I a ° 14 , L= 140.14' 14x66 THREE I M o_ h I I dl° R = 990.77' COLUMN In C. = 140.02' 1° C.B. = S59024'42"E I i I I--- h EXISTING UTILITY EASEMENT d� DB 985/717 AND DB 985/722 — —I } aI' I 114a° 1. I I ° d I f� I� d Al la� a I a I I Ida I d I I I Ile .I° t 3 �I dV LJ 'Q. �__ v ° ;I rJ d d Ij P aA a d 'Q ° d ° d 'd' d a d 1.P Ia I ® D d P d �� QT I A as . ° . 3 ° orvP —ore — oeP— mw PROPOSED CARWASH 4,231 S.F. F.F.E. = 492.00 — — — 10' PARKING SETBACK oeP U / I EX 15" RCP I � � k EX DROP INLE-1 TOP=488.2' , INV. IN =482.3 / I ° INV. OUT =481 L dI _ EXISTING DRAINAGE ' a /I EASEMENT DB985/717 OHP pNP ryry ' / N{P OrvprvF HP p � pHP pNP OHP oaY ox ' __ ' ' Know what's below Call before you dig dial 811 ,s a® ] W ao.n sei aBB �o. V,a M.a^ Ll � ? W .nE'"° lB1 u...1�(Jnptrnoak pl `i b e]p'!58 M1 ,568 uJe u iz se oe o D eea ase v'c snzaS e a a° e$ a ssnB ,°i a s as xnn v /j one e � n,� QQQues Bra A9nbr ry / R Tb 1� 4 bL°M 6 U. a 45.9N! ,fG 0 IP.9 - D ,s ivs 9.Bu o orpiv. L M1 a'�%°qy y ' LOCATION MAP SCALE: N.T.S. "' " "" " �M FASCIA FASCIA TYPICAL DETAIL 20' 30' 4C DATI 111 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite2000 Watkun ville, GA 30677 P: 770.725.1200 F: 770.725.1204 w .carterengineeringmet V) z QQ .J z WW J z �> W CL LU O �O0 °w O U J WLU z J J LU C, !r w N V) PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: SITE PLAN CANOPY DETAIL SHEET NUMBER: 3.1 PROJECT NUMBER: 19016W4D DATE: 06/22/20 27" X 19, VAC EQUIPMENT BASIC-2 CarWash Controls W/ Gate & LPR Configuration by G.C. O% v LPR VEHICLE DETECTOR— _ 25' ca 91 AUTO ENTRY AND GATE EXAMPLE 9" O q F a U OZ a� 4' VAC EQUIPMENT Notes: 1)- Face of Sonny's -PS 4" from curb edge. 2)- Face of Gate 18" from curb edge. 8)- RFID should be 12" from curb edge. 4)-Curb should be 6" in height. 5)- Curb should have bollards (04"M6" A.F.F.) at both ends to protect hardware. 6)- Sonny's -PS and gate should be no less than 9' and should not exceed 10'. 7)- Lanes between curbs should be no lees than 9' (recommended) and should not exceed 12' 8)- Loops provided by C"Wash Controls Installation by G.C. _11jto] l►IIlaffi/_1►11X001Ia*:I_1►V/IaII aim CANOPY EXAMPLE AND VAC EQUIPMENT a G m z � z O Ou m z z w z w w O Q w 2 z m d 2 2 w m O D 0 0 0 z O O O U Y U w K F p O K 0 O o Q N Q Q> Q Q J CO 41 O1 01 0)0 O O Z w tf1 .ti V1 1p .y O N O_ � O N rl rl N n'1 N rME ON,p TERS CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carterengineering.net z J Q z Lu J Z J > LU (/) LU G o i 0 a O LU >LU U J LU z L`U r) U J J LU CC _ CC LU r4I N PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: EQUIPMENT SAMPLES SHEET NUMBER: 14 PROJECT NUMBER: 19016W4D DATE: 06/22/20 II II 71".." Oair _----------- Y----------- — ---— — —__UU J W w w w Z5 O O O c 0 U U 0 � U o z 0 d= 0 Y U w K F Op O > K 0 Q 0 Q N Q Q i Q Q J CO 41 O1 Ol m O O O Z W tf1 c4 V1 1p ri O N O O N rl rl N n'1 N (n p n W 0 0 O O O W CC Yk ,-I N M V vl O I� 110'-0" PLTH pF� ---------------------------- ------------ --------------- - y ' e ® 1_F AMES J TEpoqpRM 10-A f0-L 10-A 0' fe—A pNAL It-i ft- m 2-A x m 2-A tJ-C iJ-F Ia-A DATE: 1.30.20 Cq O h O 12-A 1t-9 © y 'g O © N � 11-F N (� j�j �S 22-C ' 2 H O n N j' h n N h 25-8 25 21-C 22-C VV i A „ Oj Oj O 25-4 aralo 2s-c zs-c 2a-t 25-L h, CDN r - ---�----, -k n I � o a� ie_1 t 25_0 G _ �A w CARTER m h n .� n �V N q O �/ � �b. ENGINEERING �_C O Q ? Q = h 22 CONSULTANTS H I O I Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 1 r—Orr Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carterenguteering.ne[ 000 O O O O O O O O O z O N et i� O r�l 0 Q N rt- mil- mil- � Cfl o0 _I z 105'CON V.Lu Z J z Ul Uj W o J EQUIPMENT PLAN p 0 NOTE: ALL EQUIPMENT LOCATED WITHIN THE BUILDING O LU J W z W 0 U J J W _ O lY C W L N 1` ^ V / PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: EQUIPMENT SAMPLES SHEET NUMBER: 14.1 PROJECT NUMBER: 19016W4D DATE: 06/22/20