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HomeMy WebLinkAboutARB202000046 Staff Report 2020-09-28ARCIMECTURAL REVIEW BOARD STAFF REPORT Project #/Name ARB-2020-39: Airport Road Sheetz Initial Review Type Initial Site Development Plan Review #2 Parcel Identification 03200-00-00-03800, 03200-00-00-03900, 03200-00-00-039AO Location Northwest corner of Seminole Trail (Route 29) and Airport Road (Route 649) Zoned Commercial (C1), Entrance Corridor (EC), Airport Impact Area (AIA) Owner/Applicant Airport Plaza, LLC (32-38), William Scott Marshall, Ind & As Trustees of Rachel K Marshall Rev Trust (32-39, 32-39A)/Line+Grade (Daniel Hyer), Williams Mullen (Valerie Long) Magisterial District Rivanna Proposal To construct a fuel station with a 6,077-sf budding, 4,867-sf fuel pump canopy, a 1,024-sf carwash, and associated site improvements on three parcels totaling approximately 2.88 acres. Context The character of this portion of the Entrance Corridor is commercial and industrial, with some of the buildings constructed prior to the establishment of the EC Guidelines, including a c. 1915 residence and a converted commercial building on the subject property. A BP gas station and a Wells Fargo bank lie to the south of the site and Airport Road; a retail strip featuring Alpha Medical Aids and Budget Truck Rental lie to the north; to the east of the site and Route 29 is the site that is being developed for the Wawa convenience store, Martha Jefferson Hospital clinic, and 84 Lumber; and to the west of the site is Airport Auto Center. Visibility The proposed development will have maximum visibility from both the Airport Road and Route 29 Entrance Corridors. ARB Meeting Date September 21, 2020 Staff Contact Khris Taggart Figure 1: Google image (left) showing property along the Entrance Corridor and County GIS map (right) highlighting subject property. PROJECT/SITE HISTORY The ARB has reviewed and approved a Comprehensive Sign Plan and a number of sign applications for the existing building on parcel 38. A pre -application conference was held on September 17, 2019 to discuss the proposed changes to the site. The ARB did not recommend approval of the initial site plan on June 1, 2020 due to issues identified in the June 11 staff report. A work session was held on July 6, 2020 regarding the issues identified with the initial site plan. ANALYSIS Gray highlight = means the guideline can't be reviewed at initial site plan stage, but recommendations can be provided for final Yellow highlight = means the guideline can only be reviewed for location/configuration at the initial plan stage Regular text = means the guideline can be reviewed at initial plan stage, can be made a condition of initial plan approval, and can be the basis for denial REF GUIDELINE ACTIONS 6/1/2020 WORK SESSION ISSUES RECOMMENDATIONS ARB COMMENTS 9/21/20 7/6/20 GENERAL GUIDELINES Purpose, Compatibility with significant historic sites and the character of the Entrance Corridor, Structure design, Site Development and layout I The goal of the regulation of the design of Revise the overall site The general relative After the applicant presented layout options and outlined the tradeoffs Provide a sample of the development within the designated Entrance layout to locate the orientation of the associated with each, at the July work session, the ARB agreed with brick proposed for the Corridors is to ensure that new development convenience store and its canopy, building, car the general locations that were originally proposed. paving around the building within the corridors reflects the traditional tower at the comer closest wash and dumpster are The store budding has not been shifted to make it more prominent and the red metal proposed architecture of the area. Therefore, it is the to the Rt. 29/Airport Rd. acceptable as than the carwash or align with the canopy. The canopy length has for the awnings. purpose of ARB review and of these intersection. shown in the been reduced by 9' but still incorporates eight dispensers in four Guidelines, that proposed development "Revisions to islands. The work session drawings noted that the number of Revise the design of the within the designated Entrance Corridors Reduce the overall size of Original" drawing dispensers would be reduced to six. Doing this, by removing the store elevations visible reflect elements of design characteristic of the fuel -pump canopy to updated 6/29/20. southernmost pump island (2 dispensers), would align the building from Airport Road to the significant historical landmarks, be consistent with the size and canopy better, but would not resolve the carwash alignment issue. achieve a more buildings, and structures of the of the convenience store. Consider reducing the coordinated appearance. Charlottesville and Albemarle area, and to Revise the canopy design canopy to 6 double- Changes have been made to the architectural design with this promote orderly and attractive development to reduce its scale and stacked dispensers or submittal. The Airport Rd store elevation has been revised to Revise the store tower within these corridors. Applicants should visual impact on the ECs. find another way to incorporate a material change (stone veneer) where the drive -through (height, storefront design) note that replication of historic structures is Revise the canopy design reduce windows are located, and the brick veneer wall accents and the to better reflect traditional neither required nor desired. to increase coordination on site and along the corridor. the canopy length. accompanying canopies have been removed. While the material changes help to establish the elevation as a more prominent front, architecture and to appear as an actual corner tower. 2 Visitors to the significant historical sites in the Charlottesville and Albemarle area Reverse the slope of they result in an uncoordinated appearance near the southwest comer experience these sites as ensembles of Provide a sample of the the canopy or consider due to the abruptness of the material/color change when viewed Increase the amount of buildings, land, and vegetation. In order to brick proposed for the a flat canopy. together with the south elevation of the store (Fig. 2 and 3). glass in the storefront accomplish the integration of buildings, paving around the building windows on the east land, and vegetation characteristic of these and the red metal proposed Shift the store building Minimal changes have been made to the east elevation of the store elevation to be consistent sites, the Guidelines require attention to for the awnings. to the south to align building. The changes include the addition of an entrance that was with the storefront four primary factors: compatibility with with the canopy and to originally proposed along the north elevation and small tweaks to the windows on the south significant historic sites in the area; the Explore opportunities to make the store proportions of the stone veneer that makes up the tower element. elevation. character of the Entrance Corridor; site combine bypass and drive- building However, there are opportunities to further revise the height and development and layout; and landscaping. thm lanes and other travelways to reduce more prominent than the car wash. distribution of storefront glass in the tower element to achieve more of a traditional appearance. Additionally, the windows along the east 3 New structures and substantial additions to existing structures should respect the paved area. elevation have an awkward appearance because the glass does not traditions of the architecture of historically extend down to the cast stone sill, resulting in a "floating" significant buildings in the Charlottesville Revise the design of the appearance. and Albemarle area. Photographs of historic Airport Road store buildings in the area, as well as drawings of elevation to appear more architectural features, which provide like a prominent front. important examples of this tradition are contained in Appendix A. Revise the store tower (height, storefront design) 4 The examples contained in Appendix A should be used as a guide for building to better reflect traditional design: the standard of compatibility with architecture and to appear the area's historic structures is not intended as an actual comer tower. to impose a rigid design solution for new development. Replication of the design of Revise the raised bay on the important historic sites in the area is the front elevation and the neither intended nor desired. The stone bay on the right Guideline's standard of compatibility can be elevation of the store for met through building scale, materials, and greater coordination with forms which may be embodied in the overall building. architecture which is contemporary as well as traditional. The Guidelines allow Increase the amount of individuality in design to accommodate glass in the storefront varying tastes as well as special functional windows on the east requirements. elevation to be consistent with the storefront 9 Building forms and features, including roofs, windows, doors, materials, colors and windows on the south textures should be compatible with the elevation. forms and features of the significant historic 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 through scale, materials, and forms which may be embodied 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. 11 The overall design of buildings should have human scale. Scale should be integral to the building and site design. 12 Architecture proposed within the Entrance Corridor should use fors, shapes, scale, and materials to create a cohesive whole. 5 It is also an important objective of the Guidelines to 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 compatibility with the significant historic sites in the area. 10 Buildings should relate to their site and the surrounding context of buildings. 13 Any appearance of "blankness" resulting Revise the north and west No architectural The west elevation of the store building has been revised to None. from building design should be relieved elevations of the store to changes were incorporate a material change (stone veneer) where the drive -through using design detail or vegetation, or both. reduce the utilitarian presented during the windows are located, and the brick veneer wall accents and the appearance. July 61 work session. accompanying canopies have been removed. The change in material along the elevation helps to reduce the utilitarian appearance. Revise the building design and/or the landscape plan The entrance originally proposed along the north elevation has been to address the "blankness" moved to the east elevation. While this revision increases the along the west elevation of utilitarian appearance of the north elevation there are elements onsite the car wash. that will limit the visibility of this elevation from the EC. 14 Arcades, colonnades, or other architectural None. None. Architectural connecting devices are not proposed. There are some None. connecting devices should be used to unify existing examples of convenience stores in the County that are groups of buildings within a development. physically connected to their fuel pump canopies. One example is located a short distance south of the subject property. A physical connection is not recommended at this site, however. Aside from general coordination of colors, the fors, style and character of the proposed store and canopy aren't similar enough to warrant physical connection, and, another major structural element would not be a positive addition to a site with multiple other structures and a significant amount of paving. 15 Trademark buildings and related features Revise the trademark No architectural The proposed design is still a strong reflection of trademark design. Revise the trademark should be modified to meet the design to better reflect changes were design to better reflect requirements of the Guidelines. local historic precedents. presented during the local historic precedents. July 61 work session. 16 Window glass in the Entrance Corridors Provide specifications on No architectural Specifications and samples of the proposed window glass have not Provide specifications on should not be highly tinted or highly the proposed window changes were been submitted at this time. the proposed window reflective. Window glass in the Entrance glass. Provide samples, if presented during the glass. Provide samples, if Corridors should meet the following tinted window glass is July 61 work session. tinted window glass is criteria: Visible light transmittance (VLT) proposed. proposed. shall not drop below 40%. Visible light reflectance (VLR) shall not exceed MY& Specifications on the proposed window glass should be submitted with the applicationforfinal review. 6 Site development should be sensitive to the Revise the overall site See comments in #1. After the applicant presented layout options and outlined the tradeoffs See recommendations in existing natural landscape and should layout to locate the associated with each at the July work session, the ARB agreed with #1. contribute to the creation of an organized convenience store and its the general locations that were originally proposed. development plan. This may be tower at the comer closest accomplished, to the extent practical, by to the Rt. 29/Airport Rd. Perspective views without the proposed landscaping and from Airport preserving the trees and rolling terrain intersection. Rd. have been provided. The view of the site and the building from typical of the area; planting new trees along Airport Rd. highlights the fact that half of the elevation visible from streets and pedestrian ways and choosing Explore opportunities to Airport Rd. has a utilitarian character. In addition, it emphasizes the species that reflect native forest elements, combine bypass and drive- odd juncture of different materials/colors that meet at the southwest insuring that any grading will blend into the thru lanes and other comer, which has an awkward appearance. surrounding topography thereby creating a travelways to reduce continuous landscape; preserving, to the paved area. extent practical, existing significant river and stream valleys which may be located on Provide versions of the the site and integrating these features into perspectives without the design of surrounding development; and proposed trees. limiting the building mass and height to a scale that does not overpower the natural Provide a perspective view settings of the site, or the Entrance Corridor. from Airport Road at the west end of the site. 39 The relationship of buildings and other structures to the Entrance Corridor street and to other development within the Reorient the car wash corridor should be as follows: building so that the "front' a. An organized pattern of roads, service faces Airport Road and the lanes, bike paths, and pedestrian walks building screens the should guide the layout of the site. biofilter. b. In general, buildings fronting the Entrance Corridor street should be parallel to the street. Building groupings should be arranged to parallel the Entrance Corridor street. c. Provisions should be made for connections to adjacent pedestrian and vehicular circulation systems. d. Open spaces should be tied into surrounding areas to provide continuity within the Entrance Corridor. e. If significant natural features exist on the site (including creek valleys, steep slopes, significant trees or rock outcroppings), to the extent practical, then such natural features should be reflected in the site layout. If the provisions of Section 32.5.2.n of the Albemarle County Zoning Ordinance apply, then improvements required by that section should be located so as to maximize the use of existing features in screening such improvements from Entrance Corridor streets. f. The placement of structures on the site should respect existing views and vistas on and around the site. Accessory structures and equipment 17 Accessory structures and equipment should Revise the proposal to See comments in #1. The carwash signage and related items, and the store's drive-thm Confirm that the be integrated into the overall plan of locate the store building related elements have been identified on the plan. equipment associated with development and shall, to the extent and its tower at the Rt. the carwash is internal to possible, be compatible with the building 29/Airport Rd. corner of It is unclear if all equipment associated with the carwash has been the building. Identify all designs used on the site. the greater presence on the ECs. identified on the plan. Equipment that is not located inside the building (including vending machines, vacuums, air pumps, etc.) will other site elements associated with the car 18 The following should be located to eliminate visibility from the Entrance Corridor street. need to be located to eliminate visibility, and possibly screened with wash (i.e., vending If, after appropriate siting, these features will Confirm that the landscaping. machines, vacuums, air still have a negative visual impact on the equipment associated with pumps, etc.) on the site Entrance Corridor street, screening should be the carwash is internal to The color of the carwash structure/support elements have been plan and provide details on provided to eliminate visibility. a. Loading the building. revised to bronze to reduce the visual impact. However, no updated appearance for review. areas, b. Service areas, c. Refuse areas, d. Storage areas, e. Mechanical equipment, f. Above -ground utilities, and g. Chain link fence, barbed wire, razor wire, and similar security fencing devices. Identify on the plans where the carwash signage and related items, and the store's drive-thru related elements, will be located. information has been provided on the store's drive -through signage. The vent stacks have not been relocated away from the EC, but the additional landscaping provided is expected to reduce visibility. After the applicant presented layout options and outlined the tradeoffs Revise the color of drive - through (store) structure/support elements to bronze to reduce visual impacts. 19 Screening devices should be compatible with the design of the buildings and associated with each at the July work session, the ARB agreed that surrounding natural vegetation and may Revise the color of drive- the originally proposed location for the dumpster enclosure was the Provide elevations that consist of. a. Walls, b. Plantings, and c. through (store and car most appropriate for the site. show roof -mounted Fencing. wash) structure/support equipment and how the elements to bronze to The dumpster enclosure notes on the site plan have been updated to building will screen it reduce visual impacts. reflect brick facing for the enclosure. The perspective views from Rt. from view. 29 appear to show no fencing at the top of the retaining wall Relocate the vent stacks surrounding the dumpster enclosure. Relocate the ice machine, away from the ECs and store equipment and other eliminate visibility with No elevations have been provided that show roof -mounted equipment similar items to locations screening. or how the building will screen equipment from view. with less visibility from the EC. Relocate the dumpster Ice machines, store equipment (unspecified), and other items are still enclosure to significantly proposed to be located along the east and south elevations of the reduce visibility from the building, where they will be clearly visible from the ECs. Alternate, EC. screened locations away from the ECs would be appropriate. Coordinate the dumpster enclosure notes on the site plan to coordinate with the brick -faced architectural design. Eliminate the fence at the top of the wall. Provide elevations that show roof -mounted equipment and how the building will screen it from view. Relocate the store equipment to a location with less visibility from the EC. 21 The following note should be added to the Add the standard None. The note is not present on the architectural plan. A version of the note Add the standard site plan and the architectural plan: mechanical equipment is on the site plan. mechanical equipment "Visibility of all mechanical equipment note to the site and note verbatim to the site from the Entrance Corridor shall be architectural plans. and architectural plans. eliminated." Lighting General Guidelines 22 Light should be contained on the site and Revise the lighting plan to None. The lighting plan has been revised to show no footcandle values None. not spill over onto adjacent properties or show that no footcandle above .5 spill over into the public right-of-way. streets, values above 0.5 spill over into the public right-of- way. 23 Light should be shielded, recessed or flush- Revise the site plan to The site plan has been revised to include the manufacture's Revise the lighting to mounted to eliminate glare. All fixtures include manufacturer's specifications for all proposed lighting. fixtures that have the with lamps emitting 3000 lumens or more' specifications for all appearance of warm white must be full cutoff fixtures. proposed fixtures, including wall -mounted The schedule shows that one fixture is tilted. Tilt must be 0 for all fixtures emitting 3000 lumens or more, and preferably for all fixtures. light between 2000K and 3000K. 25 Light should have the appearance of white light with a warm soft glow; however, a lights. consistent appearance throughout a site or The color temperature proposed has the appearance of cool white Indicate the finish of the development is required. Consequently, if Provide information to (4000k) and daylight (5700k). proposed freestanding and existing lamps that emit non -white light are confirm that illumination The proposal does not indicate the colors of the proposed wall -mounted lighting. to remain, new lamps may be required to from the fuel pump freestanding and wall -mounted lighting. match them. canopy does not create glare and does not emit The roof form of the fuel pump canopy has been revised to a flat roof 26 Dark brown, dark bronze, or black are appropriate colors for free-standing pole light above the horizontal The perspective views from Airport Rd. suggest that there will be mounted light fixtures in the Entrance plane. clear views of the underside of the canopy, which could result in Corridors. glare. 28 In determining the appropriateness of lighting fixtures for the Entrance Corridors, the individual context of the site will be taken into consideration on a case by case basis. 24 Light levels exceeding 30 foot-candles are Reduce the illumination so None The lighting plan has been revised to show a maximum of 36 fc Reduce the illumination so not appropriate for display lots in the that the maximum which still exceeds the maximum of 20 fc for sites that are not that the maximum Entrance Corridors. Lower light levels will footcandle value does not vehicular display lots. footcandle value does not apply to most other uses in the Entrance exceed 20 fc anywhere on exceed 20 fc anywhere on Corridors. site. site. 27 The height and scale of freestanding,pole- Reduce the height of None. The lighting lan has been revised to showpole-mounted fixtures that None. mounted light fixtures should be compatible proposed lighting to 20' do not exceed 20'. with the height and scale of the buildings maximum, including the and the sites they are illuminating, and with base. Adjust the note on the use of the site. Typically, the height of the lighting plan freestanding pole -mounted light fixtures in accordingly. the Entrance Corridors should not exceed 20 feet, including the base. Fixtures that exceed 20 feet in height will typically require additional screening to achieve an appropriate appearance from the Entrance Corridor. 29 The following note should be included on Add the standard lighting None. The standard lighting note has been added to the lighting plan. Revise the lighting plan to the lighting plan: "Each outdoor luminaire note to the lighting plan. use LLFs of at least 1.0. equipped with a lamp that emits 3,000 or To meet county requirements, the photometric plan must be more initial lumens shall be a full cutoff Revise the lighting plan calculated using an LLF of at least 1.0; however, there are values luminaire and shall be arranged or shielded (C9.0) to use LLFs of at under 1.0 on the revised lighting plan. to reflect light away from adjoining least 1.0. 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 foot-candle." 30- Guidelines for the Use of Decorative None. None. No decorative lighting is proposed for the site. None. 31 Landscape Li hhn Landsca in 7 The requirements of the Guidelines Revise the landscape plan None. The landscape plan has been revised to show interspersed Provide ornamental trees regarding landscaping are intended to to show interspersed ornamentals along a portion of the Rt. 29 frontage, but not along the along the north end of the reflect the landscaping characteristic of ornamentals trees along north end of the Rt. 29 frontage, and not along the Airport Road Rt. 29 frontage and along many of the area's significant historic sites the ECs. frontage. Given the level of development proposed for this site, the the Airport Road frontage. which is characterized by large shade trees extensive paving, and the visual impacts of the fuel pump canopy, and lawns. Landscaping should promote more ornamental trees should be added along the frontages. visual order within the Entrance Corridor and help to integrate buildings into the existing environment of the corridor. 8 Continuity within the Entrance Corridor should be obtained by planting different types of plant materials that share similar characteristics. Such common elements allow for more flexibility in the design of structures because common landscape 10 features will help to harmonize the appearance of development as seen from the street upon which the Corridor is centered. 32 Landscaping along the frontage of Entrance Corridor streets should include the following: a. Large shade trees should be planted parallel to the Entrance Corridor Street. Such trees should be at least 3'/2 inches caliper (measured 6 inches above the ground) and should be of a plant species common to the area. Such trees should be located at least every 35 feet on center. b. Flowering ornamental trees of a species common to the area should be interspersed among the trees required by the preceding paragraph. The ornamental trees need not alternate one for one with the large shade trees. They may be planted among the large shade trees in a less regular spacing pattern. c. In situations where appropriate, a three or four board 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: Add trees 40' on center, None. Two additional trees have been added along the travelway along the Provide additional trees a. Large trees should be planted parallel to 2%" caliper at planting, west side of the western biofilter. One additional tree has been added along the northern portion all interior roads. Such trees should be at along the northern and to the north side of the travelway that runs along the north side of the of the carwash travelway least 2%, inches caliper (measured six inches western travelway site. A proposed sewer easement runs along a portion of the north and along the parking that above the ground) and should be of a plant perimeters. side of the site, but there appears to be space for additional trees to is being changed on the species common to the area. Such trees further offset the visual impacts of the paving. Possible locations adjacent site. should be located at least every 40 feet on include along the northern portion of the carwash travelway and center. along the parking that is being changed on the adjacent site. 34 Landscaping along interior pedestrian ways: a. Medium trees should be planted parallel to all interior pedestrian ways. Such trees should be at least 2%: inches caliper (measured six inches above the ground) and should be of a species common to the area. Such trees should be located at least every 25 feet on center. 35 Landscaping of parking areas: Add large perimeter trees None. The landscape plan has been revised to show three additional large None. a. Large trees should align the perimeter of along the 15-space parking shade trees at 40' on center proposed along the 15-space parking row parking areas, located 40 feet on center. row close to Rt. 29, 40' on close to Rt. 29. Trees should be planted in the interior of center, 2'/2" caliper at parking areas at the rate of one tree for planting. An additional 2 interior parking lot trees have been provided on the every 10 parking spaces provided and landscape plan. should be evenly distributed throughout the Provide 2 additional interior of the parking area. interior parking lot trees. The landscape plan has been revised to show large shade and b. Trees required by the preceding ornamental trees as well as shrubs in the planting area near the paragraph should measure 2% inches caliper Increase shrub planting carwash and related travelways to better integrate them into the (measured six inches above the ground), height to 24" minimum. overall site. should be evenly spaced; and should be of a species common to the area. Such trees Large shade trees have been added to the islands at the comers of the should be planted in planters or medians store building. sufficiently large to maintain the health of the tree and shall be protected by curbing. c. Shrubs should be provided as necessary to minimize the parking area's impact on Entrance Corridor streets. Shrubs should measure 24 inches in height. 36 Landscaping of buildings and other Provide additional structures: landscaping to better a. Trees or other vegetation should be integrate the carwash and planted along the front of long buildings as related travelways into the necessary to soften the appearance of overall site. exterior walls. The spacing, size, and type of such trees or vegetation should be Add trees in the islands at determined by the length, height, and the comers of the store blankness of such walls. building. b. Shrubs should be used to integrate the site, buildings, and other structures; dumpsters, accessory buildings and structures; "drive thm" windows; service areas; and signs. Shrubs should measure at least 24 inches in height. 12 37 Plant species: a. Plant species required None. None. The proposed plants are on the recommended species list. None. should be as approved by the Staff based upon but not limited to the Generic Landscape Plan Recommended Species List and Native Plants for Virginia Landscapes (Appendix D . 38 Plant health: The following note should be Add the standard None. The note has been added to the landscape plan. None. added to the landscape plan: "All site landscaping note to the plantings of trees and shrubs shall be landscape plan. 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 theplant." 40 Site grading should maintain the basic None. None. The existing grading is not being significantly altered. None. relationship of the site to surrounding conditions by limiting the use of retaining walls and by shaping the terrain through the use of smooth, rounded landforms that blend with the existing terrain. Steep cut or fill sections are generally unacceptable. Proposed contours on the grading plan shall be rounded with a ten -foot minimum radius where they meet the adjacent condition. Final grading should achieve a natural, rather than engineered, appearance. Retaining walls 6 feet in height and taller, when necessary, shall be terraced and planted to blend with the landscape. 41 No grading, trenching, or tunneling should None. None. There are no trees on the site that are designated for preservation. None. occur within the drip line of any trees or other existing features designated for preservation in the final Certificate of Appropriateness. Adequate tree protection fencing should be shown on, and coordinated throughout, the grading, landscaping and erosion and sediment control plans. 42 Areas designated for preservation in the None. None. There are no areas on the site plan that are designated for None. final Certificate of Appropriateness should preservation. be clearly delineated and protected on the 13 site prior to any grading activity on the site. This protection should remain in place until completion of the development of the site. 43 Preservation areas should be protected from storage or movement of heavy equipment within this area. 20 Surface runoff structures and detention ponds Revise the design of the None. Although some trees and shrubs have been added, the forms of the Revise the design of the should be designed to St into the natural bioretention ponds to bioretention ponds remain generally the same and retain an bioretention ponds to topography to avoid the need for screening. establish them as fully engineered appearance. The stormwater feature adjacent to Rt. 29 establish them as fully When visible from the Entrance Corridor integrated landscape limits the area available for planting trees. The design of the integrated landscape street, these features must be fully integrated features. bioretention should be revised to establish them as fully integrated features. into the landscape. They should not have the landscape features. 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 ossible. 45 Fuel Pump Canopies a Fuel pump canopies may be required to Reduce the overall size of Consider reducing the The fuel canopy design still incorporates 8 double -stacked dispensers; Revise the canopy design provide customers with protection from the the fuel -pump canopy to canopy to 6 double- however, the canopy length has been reduced from 136'2" to 127'2". so that the lowest edge of elements and to provide lighting levels be consistent with the size stacked dispensers or The canopy height has been reduced from 217 3/8" to 19'3", but the the trusswork (or fascia if required for dispensing fuel. Such fuel of the convenience store. find another way to height still exceeds the guidelines maximum. The canopy consists of there is not trusswork) pump canopies are functional elements of Revise the canopy design reduce a fascia supported by trusswork. The lowest portion of the truss meets does not exceed 14'6" and present-day gas/convenience stores and to reduce its scale and the canopy length. the 14'6" requirement, but the truss height combined with the fascia the top of the canopy their character and appearance shall reflect a visual impact on the ECs. height puts the total canopy height over the guideline's maximum. fascia does not exceed minimalist design consistent with that Revise the canopy design Reverse the slope of 17'6". function. to increase coordination on the canopy or consider The canopy roof has been revised from a single slope to a flat roof site and along the corridor. a flat canopy. b Fuel pump canopies shall be the smallest Reduce the canopy length size possible to offer protection from the to help reduce visual elements. Canopies shall not exceed the impacts. sizes identified in Standards for Fuel Pump Canopies as outlined in Appendix B. Revise the canopy design so that the lowest edge of the canopy does not exceed 14'6" and the top of the canopy does not exceed 17'6". c The size of the canopy fascia and canopy Reduce the overall size of support columns shall be in proportion to the fuel -pump canopy to 14 the overall size of the canopy structure. The be consistent with the size fascia shall not exceed 36" in total height, of the convenience store. including any accent bands. Revise the canopy design to reduce its scale and d Canopy fascias shall not be illuminated. visual impact on the ECs. Revise the canopy design to increase coordination on site and along the corridor. e Lighting of fuel pump canopies shall be of Provide manufacturer's None. The lighting plan has been revised to show a maximum of 36 fc Reduce the illumination so the lowest level that will provide safe specifications for all which still exceeds the maximum of 20 fc for sites that are not that the maximum dispensing of fuel. All canopy Lighting shall proposed fixtures. vehicular display lots. footcandle value does not be flush -mounted and shielded, downward exceed 20 fc anywhere on directed, and shall not emit light above the Reduce the illumination so The lighting plan has been revised to show no footcandle values site. horizontal plane. All canopy lighting shall that the maximum above .5 spill over into the public right-of-way. meet the .5 foot-candle spillover footcandle value does not requirement in compliance with zoning exceed 20 fc anywhere on ordinance regulations. site. f Canopy related elements, including fuel Revise the canopy design See comments on the See comments on the canopy in A. See recommendations on dispensers, support columns, spandrels, to increase coordination on canopy in A. the canopy in A. planters, etc. shall be compatible with the site and along the corridor. The proposed canopy fascia uses one color, `Regal red' (PMS 201C). character of the building and site and shall Given the prominence of the proposed canopy design, review of a Submit a sample of the red not be used for advertising. Submit a sample of the red canopy material for physical sample of the red canopy material is appropriate. canopy material for review. g The architectural elements of a building should not be altered to reflect trademark review. canopy design. Revise the design of the h Canopy fascias shall be limited to the use of one principal color, with ARB review. canopy to coordinate with the store building and site. i Colors, materials, forms, and detailing may be used to coordinate canopies with a site, its buildin s , and structures. j Fuel pump canopy applicants should refer to ARB Standards for Fuel Pump Canopies. (Appendix B SIGNS Sign applications are None. No changes have been made to the sign designs illustrated in this Sign applications are required for all proposed submittal. Cabinet style signs are shown on the south and east required for all proposed signs. elevations of the tower, the north elevation of the building, and on the signs. canopy. This is not the preferred sign type in the ECs. Eliminate cabinet style Eliminate cabinet style signs or limit them to The signs appear to propose four colors. The use of three colors or signs or limit them to secondary signs. All fewer is appropriate for signs in the Entrance Corridor. secondary signs. All 15 cabinet type signs must cabinet type signs must have opaque backgrounds. The Pantone equivalents for the proposed sign colors are not have opaque backgrounds. indicated in the architectural drawings but they appear to be similar to Reduce the number of the ones used for budding details and the fuel pump canopy, Pantone Reduce the number of colors used in the sign to a red 201C and 187C, which are both appropriate for signs. A material colors used in the signs to maximum of three sample will be needed for the proposed `Cardinal Red' identified in a maximum of three (including white). the architectural drawings. (including white). Provide a sample of the A monument sign is proposed along Route 29. The architectural Provide with the sign Cardinal Red color drawings show a cabinet style sign on top of a brick base that applications a sample of proposed for the signs. incorporates the fuel price display. This design has an uncoordinated the Cardinal Red color appearance due to the disproportionate scale of the "Sheetz" cabinet proposed for the signs. Revise the monument sign compared to the brick base. The "Sheetz" cabinet has a disjointed to better integrate the "floating" appearance. A revised design that better integrates the Revise the monument sign Sheetz cabinet sign and "Sheetz" signage with the base and gas pricing would be appropriate. to better integrate the base, and to eliminate the Landscaping will be needed at the base of the sign to integrate it into Sheetz cabinet sign and "floating" appearance of the landscape. base, and to eliminate the the Sheetz cabinet. "floating" appearance of Provide landscaping at the A note acknowledging that the freestanding sign location is shown the Sheetz cabinet. base of the sign to only for information and will not be approved with the site plan has Provide landscaping at the integrate it into the been provided. base of the sign to landscape. integrate it into the A note indicating that the landscaping associated with the landscape. If the monument sign Charlottesville -Albemarle Airport sign is to remain has been provided location is shown on the on the site plan. However, the landscaping is not shown consistently Show the condition for the site plan, include a note between the updated plans provided. landscaping related to the acknowledging that the Charlottesville -Albemarle sign location is shown Airport sign consistently only for information and throughout the site plan. will not be approved with the site plan. Indicate if the landscaping associated with the Charlottesville -Albemarle Airport sign will remain. Show the condition consistently throughout the site plan. IU SUMMARY OF RECOMMENDATIONS Staff recommends the following as the primary points of discussion: I. The position of buildings/structures on site; the length of the canopy. 2. The height of the canopy. 3. The design of the store building and the utilitarian appearance of some of the elevations. 4. Landscaping that is inconsistent with the Guidelines. 5. Cabinet style signs. Staff recommends that the ARB forward the following recommendations to the Agent for the Site Review Committee: • Regarding requirements to satisfy the design guidelines as per § 18-30.6.4c(2), (3) and (5) and recommended conditions of initial plan approval: o Prior to Initial Plan approval the following items shall be resolved to the satisfaction of the ARB: None. • Regarding recommendations on the plan as it relates to the guidelines: None. • Regarding conditions to be satisfied prior to issuance of a grading permit: None. • Regarding the final site plan submittal: A Certificate of Appropriateness is required prior to final site plan approval. The following items and all items on the ARB Final Site Plan Checklist must be addressed: 1. Provide a sample of the brick proposed for the paving around the building and the red metal proposed for the awnings. 2. Revise the design of the store elevations visible from Airport Road to achieve a more coordinated appearance. 3. Revise the store tower (height, storefront design) to better reflect traditional architecture and to appear as an actual comer tower. 4. Revise the trademark design to better reflect local historic precedents. 5. Provide specifications on the proposed window glass. Provide samples, if tinted window glass is proposed. 6. Confirm that the equipment associated with the carwash is internal to the building. Identify all other site elements associated with the car wash (i.e., vending machines, vacuums, air pumps, etc.) on the site plan and provide details on appearance for review. 7. Revise the color of drive -through (store) structure/support elements to bronze to reduce visual impacts. 8. Provide elevations that show roof -mounted equipment and how the building will screen it from view. 9. Relocate the ice machine, store equipment and other similar items to locations with less visibility from the EC. 10. Add the standard mechanical equipment note verbatim to the site and architectural plans. 11. Revise the lighting to fixtures that have the appearance of warm white light between 2000K and 3000K. 12. Indicate the finish of the proposed freestanding and wall -mounted lighting. 13. Reduce the illumination so that the maximum footcandle value does not exceed 20 fc anywhere on site. 14. Revise the lighting plan to use LLFs of at least 1. 0. 15. Provide ornamental trees along the north end of the Rt. 29 frontage and along the Airport Road frontage. 16. Provide additional trees along the northern portion of the carwash travelway and along the parking that is being changed on the adjacent site. 17. Revise the design of the bioretention ponds to establish them as fully integrated landscape features. 17 18. Revise the canopy design so that the lowest edge of the trusswork (or fascia if there is not trusswork) does not exceed 14'6" and the top of the canopy fascia does not exceed 17'6". 19. Reduce the illumination so that the maximum footcandle value does not exceed 20 fc anywhere on site. 20. Submit a sample of the red canopy material for review. 21. Sign applications are required for all proposed signs. Eliminate cabinet style signs or limit them to secondary signs. All cabinet type signs must have opaque backgrounds. Reduce the number of colors used in the signs to a maximum of three (including white). 22. Provide with the sign applications a sample of the Cardinal Red color proposed for the signs. 23. Revise the monument sign to better integrate the Sheetz cabinet sign and base, and to eliminate the "floating" appearance of the Sheetz cabinet. Provide landscaping at the base of the sign to integrate it into the landscape. 24. Show the condition for the landscaping related to the Charlottesville -Albemarle Airport sign consistently throughout the site plan. Figure 2: Original Proposed West and South Elevation. March 3, 2020. Figure 3: Current Proposed West and South Elevation. August 3, 2020. 18 ATTACIiMENTS (Below) 1. Sheetz Site Plan 2. Sheetz Architectural Drawings 3. Sheetz Perspectives 4. Sheetz ARB Work Session Alternative Site Layouts TABLE A This report is based on the following submittal items: Sheet # I Drawing Name Drawin Date/Revision Date Sheetz Site Plan C4.0 Site Plan 6/30/2020 C-500 Landscape Plan 8/17/2020 Lighting Plan 8/10/2020 Lighting Cutsheets 8/10/2020 Plan Illumination 8/10/2020 Plan Illumination 8/10/2020 Isometric Illumination Airport Rd. and Rt. 29 8/10/2020 Isometric Illumination Airport Rd. and Rt. 29 8/10/2020 Sheetz Architectural Drawings A200 Exterior Elevations A201 Exterior Elevations Floor Plan 08/03/2020 Gas Canopy Details 07/30/2020 Car Wash Exterior Elevations Car Wash Signage Details 08/07/2020 Current View Route 29 Suthbound Pros ective View Route 29 Suhbound without Landscaping Prospective View Route 29 Suhbound with Landscaping Current View Route 29 Northbound Prospective View Route 29 Northbound without Landscaping Prospective View Route 29 Northbound with Landscaping Current View Airport Road R Prospective View Airport Road without Landscaping Prospective View Airport Road with Landscaping Sheetz ARB Work Session Alternative Site Layouts Sketch 1 Sketch 2 Revisions to Original (Updated 6/9/2020) 20 I' I I I I 4 4 I I wi vvr% I / I N EX 20 SAN. SEWEk ESMT D. B. 3597 R 162-169 K FENCE�x / 0 i \ x EX. SAN MH TOP: 567.I5 't INV. IN: 54245 N I O I I TRANSITION TO CG-7 I 0 r , A PROP. TEMPORARY ��� ^ I R50' CONSTRUCTION EASEMENT �f �� � �I IMP. 32 -393 z /F JOSE,oH M JR 0 JUN /( TE�RY I I APPROX. 5' WATERLINE ESMT (AGI�EEMENP, ,�- CO.MMONWEAL TH OF V/RGINIA D.B.4574 676 PROP. ACCESS 0.8. 698 P. 335 AND D. B1644 P. 213 / O N PARTMENT OF TRANSPORTATION D.8.629 P.I04 (PLAT) I 0.9,4574 P.676 ZONED. Cl COMMERCIAL / I EASEMENT R5' N I Aspholtl HWPB.XIV P.200-207 PRESENT USE: COMMERCIAL ; -► / / yO � HWPB.XIV P.151-158 EX. SAN/MH ZONED: Cl COMMERCIAL ` \ roP 534.47 1 R6.5' / 4� I RESENT USE. DETENTION POND INV. IN 126.02/(l_AT) R3' N INV.lN/s2572 N INV. ouT� 52567 EX. ORIPL lNE � q / ' Ey° J ! j50,1 R60'� �I I R30' i o / G EX SON MH TRANSITION TO CG-7 SPILL CURB TOP. 5.37 / / f l - INV. IN 52780 (LA I) i T / • 1 INV. IN 52775 % 48 55,j _ CG-6 I I INV. Du \B/4' BIORETENTION FILTER B 30' S LANDSCAPED AREA 0 3 1 NOSE DOWN CURB PROP. 20' STORM SEWER ESMT (TYP) y,45' PROP. RETAINING WALL STORM OUTFALL PROP. LIGHT DL UMPSTER PAD MASONRY DUMPSTER (TYP) POLES (TYP) y i% ' , , a-' :5� ENCLOSURE TO MATCH I fop i STORM INLET (TYP) �rJVE-THRU DRIVE-THRU R35' IR60' f� BUILDING BRICK & CAST STONE 2 / MENU BOARD ORDER POINT / R3' R3' N CG DRIVE-THRU ENTER /R25' -6 (TYP) N �& CLEARANCE BAR � I o� O / / R25' Wo oM CG- SPILL CURB (TYP) m CG-6 TRANSITION I ° I b) III. -3 _ - - - R30' N7F AIRP Rq T CURB (TYP) ROCAr 17 R3 - - D.B. 622 D.B. 629 P. l04 (PLA r) 0 626 AC (SURVEr) INV our 54225 n I m — / I I � SIGN LOCATION SHOWN \ ^' \ R51.5' r / / R28' yI 12' R5' ROOFTOP MECHANICAL _ 1 --' R39.5' EQUIPMENT SHALL NOT BE VISIBILE FROM THE ENTRANCE CORRIDOR HIGHWAY COMMERCIAUCI COMMERCIAL ZONING DISTRICT DIVISION LINE j / CURB CUT R N� TMP. CONCURRENT WITH PROPERTY BOUNDARY 1 1 ® N/F WILL IAM SCOTT MARSHALL, O T 1 CAR TRUSTEE OF THE FAMIL Y TRUST OF TMP. 32 -4 0 1 II WASH 14' (C> THEWILLIAMA, MARSH4LL JR. A/RPORTAUTO INVESTMENTS, LLC f I BIORETENTION TELLER I �-'-' 24, I REVOCABLE TRUST D.B.4464 P.203 D.B. 5189 P.548 I FILTER A WASH D OO ' D P. /0% l04(FLAT) D.B.3503 P.lBO-l87(PLAT) I - ', f I MENU 10' �0 1.629 R 1639 566(PLAT) 0.0.3192R..264 0 � I BOARD DO GREASE TRAP ;.667AC(SURVEY) D.B27/7P.3/7 D. 9.2281 P. J85 �/ I I z ONED: Cl COMMERCIAL j HWFRA'1V R 151-158 I ♦ CG-6 SPILL CURB (TYP) t PRESENT USE. COMMERCIAL HWPB.XIV P.200-207141 4 _ _ SHEETZ STORE L - 6,077 SF D. B. 715 P. 634 (FLA T) I - ZONED: HIGHWA Y COMMERCIAL (HC) T �- -. I CG11 -6 I / I PRESENT USE COMMERCIAL PROP. AT -GRADE J SIDEWALK / \ \ CAR WASH I r cffaw L 1,024 SF I I _ EX. VDOT DRAIN ESMT L PRO✓ #0649-002-158 / ��O \ I i' CAR WASH ENTER- `- J: •.•.L..•�:.`.:' :-.: .�A.•. SIGN & CLEARANCE- rn.. . ";'�/ '.'I v BAR 1 R64' 12' I ���, 5 V 1 VAN / R15' 10 n CURB CUTS R4' R3.67' r♦No ON - 1 PROP. 10' GAS cn (TYP) N 0 ESMT TYP N CG-6 SPILL CURB (TYP) L o FOR INFORMATION ONLY 16 1 ' r� �I ZONED: Cl COMMERCIAL I AND APPROVAL OF THE SITE RESENT USE.' COMMERCIAL I = PLAN DOES NOT INLCUDE APPROVAL OF THE SIGN be 46 l�Ci I O I I 15 1----�---- 1 i line II 1 a welt 14 9' X 18' FUELING I I 45 M SPACE (TYP) I I 1 - - -1 PROP. / I 13 I I 44 MONUMENT 65' 1 T r _ _ I SIGN / 12 I 1 T I PROP. N - - - - - I 42 LANDSCAPING / 1 T 11 I FUEL CANOPY I N (SEE SHEET C8.1) / Ii 1 4,244 SF I a J , I I w 41 r O I 1 W ! 08ne s cad 10 10' ra®Q V! 1 h -' -�-'- - - - 39 Q vo 37.75' 36.5' 36' 18' u) / 1 aO o NiComm O i Bog 34 h 1 l BDL I II f'ID, E.t'. S?RINT/CENTEL d DVP ESM l PRa✓ #ob 32 / 1 4 It co PROP. FH PROP.20' WATER p' m _ _ o �' DIMENSION NOTES. ESMT (TYP) r - - - - - - 'mil / 1 1. RADIAL CURB DIMENSIONS TAKEN AT 1 R55' R35' 9, I I I R3' I ® ®" ® n I \ / o` FACE OF CURB/FLOWLINE. �1 10 R3 ��� / / �� 2. CURB RADII ARE 5' UNLESS OTHERWISE 1 I t t PROP.UNDERGROUNO 1 sP?INTiCENTEL sroT PROP. VDOT CG-12B R30` , FUELTANK '� I bW=452 DIMENSIONED. c o✓ #a649- o2-I56 I I FUEL TANKS VENT PAD ! Q '. -�-- �1s 18 19 20 21 22 23 24 25 26 - 27 28 29 30 31 ©W G (2) PROP. WATER ( LEGEND. METERS V A °, - V signal / 40' _ ty 48.7tapt,o pole O/O STANDARD/ACCESSIBLE c �'�M r __ _ _-_ --.-------- /-/ - 4yoW11 PARKING COUNTS -- --- 10'BUILDING/PARKING SETBACK LINE cX RIGHT OF WAY R� 4J. LANOSCAPINGFORTHE \ - r • t CHARLOTTESVILLEALBEMAR STANDARD CG 6 wv R50' �-� LE AIRPORT SIGN TO REMAIN _ F-- _ ���—� N 55°39'S7" W 126.99' TIE TO EX. S/W R50' PROP. STAIRS _ CG 6 SPILL CURB TMP.32-39A I CG-6TRANSITION CURB EX. 5' PUBLIC SIDEWALK - PROP. ADA PEDESTRIAN ACCESS N/ WILLLM SCOTT MARSHALL, TRUSTEE OF THE FAM/L Y _ _ _ —_= RAMP TO EX. SIDEWALK N 55W U6" W /7 il' ® ADA PATH AND LANDING -"�"-" �� �� PROP. VDOT CG-12B f TRUS OF E WILLIAMA. MARSHALL JR. REVOCABLE TRUST TIE TO EX. S/W EX. CG-7 EX, 5' BIKE LANE D.R4464 F..205,, D.B.1659 5 (PLAT) BMP SOIL MEDIA TRANSITION TO CG-7 ST4 TE ROUTE 64 9 (4IRPORT RD - URVEY) 0 400' ZONED.' Cl COMMERCI CONCRETE 9,600AD7- PRESENT USE COMMER 1AL SITE PLAN 1 1" = 20': 0 20 40 W z M Lu W W z U' z W J (J W z J N LIJ Q LIJ z =z� cn J > z J Q tz = U) O LIJ J J z_ < cn O ILL LLI m J or r Q i 0 Jv- o/�PZ TH OF Dr�� O 06130?2010 2 U DANIEL C. HYER a Lic. No. 45596 .B'IONAL Did` APPROVED DCH SUBMISSION N' 1A PROJECI 1903600 T H E W 0 R K O F L I N E + G R A D E C4.O LANO5 N F COMMONWEALTH OF VIROINIA DEP RTMENT OF TRANSPORTAT/0N P/D• 03200-00-00-038290 TAX MAP. 32-J99 ZONE Cl COMMERCIAL USE 14901- 5101UXIAY 1 U I I f r 00 I APPROX. PERMANENT I LANDS N/F CONSTRUCT/0N EASEMENT >��"' TERRY, 105EPH M ✓R OR ✓UNE ag jaaa•,w PID 03200-00-00-039,40 TAX MAP.32-J8A L — — \ 0 B 4574 PG NAIL 676 NA 1 No ZONE C1 COMMERCIAL USE. SALON AND GRANITE/MARBLE SALES L N ►, - l 1 N 1 A 6T oo i i i 06 - 14 i 0907 YON. W1Th' CAP FOUND 8%E OT MON N-� , 11MAR 6Y/ CAP i / -� / by/TH CAP ANDS N F I ELEV-546.90- ITO INVETMENTS, LLC �' c uranv tyro<w r�cr,lx4 MAP. 32-40-- 5189 PG 548 h'/CHAYA)l COMMERCIAL 7B/LE SERVICE STATIONa- . N1714537- 037" - _ TO RZFAR FOUND- _ 10 TO PLO - r 1 ^1 PLO 40, - Al^1 PLO I , - --542- ltlVoDE6 i / / / pn BENCHMARK i, ` / - ,, - _ -U_ 7MR AY/ CAP , i / I L ) AL— ' T _ X _ 2 1f 545,�` 1 I( 1 - l \ I flfl _ U —I 1 I II ❑O r� � 47,_ \II I 01 r �- I j I / -I - 1 5 _ _ —'^ 10P S r -- -- w 2c } ---- ry I -- — � 13 A�B Z Al PLO 3 I I ♦1 'I "i NS Al PLC I, I I N "44 AAB / I•. " >< I o° o° *7TBR� t I I J' NG ET R — - z ;R I R "1 NS '2 NS '2 GTI i;- `3 GTI a � % \ ;o ENTRY `s, AIRPORT ROAD RIGHT OF WAY ADA ROUTE /SIDEWALK \ .NOT APPLICABLE-35 LF ADJACENT PORTION 300 LF(USABLE) NOT APPLICABLE -30 LF ------------- 1 A ` ' I , 3 AIRPORT ROAD - RTE. 649 VARIABLE (WIDTH RIGHT-OF-IW�Y ASQHALT PAVEO PUBLIC ROA9WA� 45 MPH POSTED SPEED ---------- - -- ��IIIIIIIIP:' 1111111111,/1 �, III_ IIIIIIIII IC! 111111111111 �� 1!l11111'llll 111111lIt�l►, IIIIIIIII�Ii� ,'�� 111111111111 111111111111 111111111111 111111111111 111111111111 il97!l1111111 IIIIIIIIIID a` ►" ]LANDSCAPE COMPLIANCE CHART SECTION REQUIREMENTS CALCULATIONS COMPLIANCE ONE (1) LARGE STREET TREE SEMINOLE TRAIL U.S RTE 29 SHALL BE REQUIRED FOR EVERY FIFTY (50) FEET OF STREET 275 LF STREET FRONTAGE FRONTAGE. ZONING 1/50 X 275 =5.5 LARGE TREES REQUIRED (PER ZONING) 32 7.9 5 SHRUBS ALONG PUBLIC 1/35 X 275 =7.8 LARGE TREES REQUIRED (PER ARB) LANDSCAPING STREETS. WHEN A PARKING 8 LARGE TREES PROVIDED ALONG STREETS AREA IS LOCATED SO THAT THE PARKED CARS WILL BE VISIBLE ADJACENT TO PARKING = 59 SHRUBS PROVIDED FROM AN OFF -SITE STREET,... SHRUBS SHALL BE IN A "+" INDICATED PLANT MATERIAL UTILIZED TO FULFIL THE SINGLE ROW PLANTED FIVE FEET REQUIREMENT ON CENTER. AIRPORT ROAD U.S RTE 649 LANDSCAPING ALONG THE FRONTAGE OF ENTRANCE 300 LF STREET FRONTAGE (USABLE) COMPLIES CORRIDOR STREETS SHOULD INCLUDE THE FOLLOWING: 1/50X 300=6 LARGETREES REQUIRED(PERZONING) ARCH. REVIEW 1/35 X 300 =8.6 LARGE TREES REQUIRED (PER ARB) BOARD DESIGN 9 LARGE TREES PROVIDED GUIDELINES LARGE SHADE TREES SHOULD #32, A) BE PLANTED PARALLEL TO THE. ADJACENT TO PARKING = 51 SHRUBS PROVIDED LANDSCAPING ENTRANCE CORRIDOR STREET. SUCH TREES SHOULD BEAT LEAST 3'h INCHES CALIPER """ INDICATED PLANT MATERIAL UTILIZED TO FULFIL THE (MEASURED 6 INCHES ABOVE REQUIREMENT THE GROUND) AND SHOULD BE OF A PLANT SPECIES COMMON TO THE AREA. SUCH TREES SHOULD BE LOCATED AT LEAST EVERY 35 FEET ON CENTER. INTERIOR PARKING LOT LANDSCAPING PARKING LOT AREA: 51,763 SF AN AREA OF AT LEAST (5) PERCENT OF THE PAVED INTERIOR LANDSCAPING (5%): 2,589 SF REQUIRED PARKING AND VEHICULAR 7.973 SF PROPOSED CIRCULATION AREA SHALL BE ZONING LANDSCAPED WITH TREES OR 32-7.9.6 SHRUBS. COMPLIES LANDSCAPING WITHIN A PLANT MATERIALS MAY BE A PARKING LOT LANDSCAPING PARKING AREA MIXTURE OF SHADE TEES AND SHRUBS AND SHALL INCLUDE PROPOSED NUMBER OF PARKING SPACES: 47 ONE (1) LARGE SHADE TREE (1 CANOPY TREE / 10 PARKING SPACES) PER TEN (10) PARKING REQUIRED CANOPY TREES: 5 SPACES. PROPOSED CANOPY TREES: 7 "A" INDICATES PLANT MATERIAL UTILIZED TO FULFILL REQUIREMENT FEATURES THAT MAY HAVE NORTH AND WEST PROPERTY LINE NEGATIVE VISUAL IMPACTS. FEATURES THAT MAY HAVE NO SCREENING REQUIRED. SIMILARLY ZONED COMMERCIAL SITES NEGATIVE VISUAL IMPACTS IXIST ADJACENT TO SITE. INCLUDING, BUT NOT LIMITED TO, ZONING THE FOLLOWING SHALL BE SCREENED FROM ADJACENT SITE FEATURES COMPLIES 32.7.9.7 SCREENING RESIDENTIAL AND RURAL AREAS DISTRICTS AND PUBLIC STREETS: EVERGREEN SCREENING PROPOSED ADJACENT TO REFUSE AREA (1) LOADING AREAS; (II) REFUSE AREAS COMMERCIAL AND INDUSTRIAL TREE CANOPY CALCULATION USES: IF THE SITE IS TO BE ZONING DEVELOPED FOR GROSS SITE AREA: 67,665 SF 32.T9.8 COMMERCIAL O INDUSTRIAL TRIAL US COMPLIES TREE USES, THE MINIMUM TREE TREE CANOPY COVER REQUIRED (10%): 6,766 SF REQUIRED CANOPY CANOPY IS TEN (10) PERCENT. (34%) 23,614 SF PROVIDED TREES IN OFFSITE PLANTING EASEMENTS ARE NOT INCLUDED IN THIS CALCULATION. / W I NOTI° � I 1. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 0 I o -at"R I` 1 I 1 ' , I I I I I I INTERIOR PLANTING AREA LANDSCAPE SCHEDULE KEY CITY. BOTANICAL NAME COMMON NAME CAL. / HT. CONT, CANOPY TOTAL SHADETREES GTI 11 GLEDITSIATRIACANTHOSINERMIS THORNLESS HONEYLOCUST 3112'CAL 114�16' B+B. 541 EACH 5941 NS 8 NYSSA SYLVATICA SOURGUM OR TUPELO 3UTCAL. 114-16' B+B 181 EACH 144E PLO 11 PIATANUSOCCIDENTAUS AMERICAN SYCAMORE 311T CAL. 1*16' B+B 1475 EACH 16225 SUBTOTAL: 30 TOTAL 23,614 ORNAMENTAL TREES CC 11 CERCISCANADENSIS REDBUO 2112"CAL.1810' B+B SUBTOTAL: 11 DECIDUOUSSHRUSS AAB 130 AROMA ARBUTIFOLO\'BRILLIANTISSIMA' RED CHOKEBERRY 34'HT, &SPREAD #5 CAN SUBTOTAL 138 EVERGREEN TREES AND SHRUBS PLS 10 PRUNUS LAUROCERASUS'SCHIFKAENSIS' COMMON CHERRYLAUREL 34'HT.&SPREAD #SCAN TBR 14 TAXUS BACCATA'REPANDENS' SPREADING ENGLISH YEW 24' HT. & SPREAD #5 CAN TOE ID THUJA OCCIDENTAUS'EMERALD GREEN' EMERALD GREEN ARBORVITAE 58'Hi B+B SUBTOTAL: 34 GENERAL NOTES: 1. THIS PLAN IS TO BE UTILIZED FOR LANDSCAPE PURPOSES ONLY. 2 ALL DISTURBED UNPAVED AREAS, EXCLUDING PLANTING BEDS, ARE TO BE INSTALLED AS SODDED LAWN IN ACCORDANCE WITH LANDSCAPE \ / 545 SPECIFICATION O.C., UNLESS OTHERWISE STATED ON THIS PLAN. 3. CONTRACTOR TO PROVIDE AN IRRIGATION DESIGN FOR BOTH LAWN AND BED AREAS. DESIGN IS TO BE SUBMITTED TO THE PROJECT LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL CONTRACTOR IS ALSO RESPONSIBLE FOR ANY PRESSURE REDUCING DEVICES REQUIRED TO MEET MAXIMUM PRESSURE REQUIREMENT. 4. ALL LANDSCAPE BEDS THAT ARE NOT ASSOCIATED WITH A STORMWATER FACILITY ARE TO BE INSTALLED WITH WEED BARRIER FABRIC (SEE _. DETAIL). 5. WITHOUT EXCEPTION, WEED BARRIER FABRIC SHALL NOT BE USED AT THE BOTTOM OR SIDE SLOPES OF STORMWATER BMP FACILITIES. 6. SHRUBS PLANTED ALONG HEAD -IN PARKING STALLS SHALL BE INSTALLED TO ALLOW A CLEARANCE OF FIVE FEET FROM FACE OF CURB TO ALLOW FOR BUMPER OVERHANG. 7. WHEN APPLICABLE, CENTER OF PROPOSED ORNAMENTAL OR EVERGREEN TREE SHALL BE OFFSET 6' FROM THE BACK OF RETAINING WALLS (11' FOR SHADE TREES) TO PREVENT WALL FAILURE. FINAL PLANTING LOCATIONS SHALL BE COORDINATED WITH THE WALL DESIGNER 8. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT,' 15 Q 2p THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT 4a a �o � a a� � o0 mU W �z U)> gs a a� IN W z =a g9 ��$ U � go � og m < REVISIONS kF COMMENTcawem BY 0 COUNTY COMMENTS AR BY Know whws below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL ANDIOR AGENCY REVIEW ANO APPROVAL ITIS NOT INTENDEDAS ACONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: V198402 DRAWN BY: ATR CHECKED BY: RTY DATE: 02/14/20 CAD I.D.: PROJECT: INITIAL SITE PLAN FOR PROPOSED DEVELOPMENT ROUTE 29 & AIRPORT ROAD CHARLOTTESVILLE, VA ALBEMARLE COUNTY, VA BOHLER// ♦.au va.l •i>L.vu.u�aviv.r Phone: (540) 349-4500 Fax: (540)349-0321 VAO)BohlerEnaxom o. 0406g0,A10 7�'O Q 08-17-2020 scPE pFtC, q SHEET TITLE: LANDSCAPE PLAN SHEET NUMBER C=500 I � , 1"=20' REVISION I - 08/17/2020 e o.o 'o:ol b IB.o o:o 00 0.0 0:o on 0.0 0:0 00 0.0 0:o on 0.0 0:0 oeT` o.o :o 00 0.0 0:0 00 0.0 0:0 00 '.o :o 00 0.0 0:0 0: to o:o 00 0.0 'B:o 00 0.0 0:0 0 0.0 'o:o 0 0 0;0 bo. bo I o.0 to. bo b.o. bo. bo b.0 0o. bo to oo. to 00 bo. b to bo bo 0.0 to. bo b.o. oo. bo 0o o. 0 to oo. bo 0.0 0o. bo to bo. bo b.0 to . bo o. to . bo o. bo to 0D 0:o 0.0 OD o:0 *so OD oo 0.0 UP to to P b0 .0 ' oR 0.0 OD o:o *so D oR 0.0 0D :0 0.o\ ob :o *so '0:a b:o 0.o OD o:o to OD b:o to oa o:o *so 0D o:a 0.0 0:0 lo0 0.01 0:0 0.0 0.0 0:0 0.0 0.0 0:0 0.0 0.0 u.o a0 -0.0 0:0 0.0 0.0 0:0 0.0 0.0 0:0 '00 0.0 0:0 0.0 \O:ol RO to o 1.0 o:0 00 ' 0 ob o0 0.0 0.0 ob p b 0. 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'oe iD o .a 'z ie B�0 20 4A b o' a �'v 15 \'zo '1 1 .1. oa 0.0 00 0.0 '0:1 OA 0..7 8:8 0:5 OA 'A 0:9 0_ 0.3 '0:3 62 0. 02 02 02 0: 0a 1A .. 0.3 02 62 0 '02 02 0 05 q 0.3 02 _ _ - - - o_o .o ba. b.1 b2. b3 �/- 0.4 . b3 bz b b o2 t: b.1 o.t bl bt bz bz bz o2 bt b.1 01 b.l ILLUMINATION LEVELS ARE THE RESULT OF REQUESTS BY OTHERS RED LEONARD ASSOCIATES IS NOT RESPONSIBLE 5o 'BD ao o.a FOR INCIDENTS CAUSED BY INSUFFICIENT LIGHTING AND DOES NOT RECOMMEND THESE LEVELS FOR to to 0o to - -AND-SAFELY-REASONS 0.0 "B:o 00 0.0 to bo oo to so oD b:o to o:oTII o 0.0 REV. BY DATE DESCRIPTION RI DAR 8110120 REVISED PER REVIEW COMMENTS AND UPDATED SITE BASE PLAN 02 0.3 '0. 09 l to i '(:8 � 0.3 '_0 00 % b2. 3 b3 oa �� bA b3 b2 b.0 _ to 'B.1 Oa o.1 0:1 oa o.1 'B:1 Oa o.1 0:1 oa o.1 "`B:1 6TA�Fi R41 TE-649 �AIRPQRTSRD) oe o:1 oa o.1 "`B:1 ba o.1 0:1 01 0.1 0:1 oa o0 0:o oB o.0 oD APPRQR-ROW WIDTH-9V 8.600 ADT to to bo b.l b1 b+ b.l b1 b+ 0.0 0obo to to bo bo. 5obo to to bo boto bo to to bo 0.0 0obo to to bo b.0 0obo to to bo o.0 0.0 ID o0 0.0 "os, oo 0.0 0:o 0o 0.0 "os, bB 0.0 10 'o0 0.0 "os, o0 0.0 'B:o bo 0.0 0o o.o bo to bo bo to bo bo to oo oo to bo oo to bo 0.0 0o. bo 0.0 0:o b.0 Os, O:o 0.o 0D B:o 0.o o:o O:o 0.o 0D 0:o o.o 0:0 b:o to OD to to OD b:o 0o 0.0 'oo 0o A.0 bLo 0o o.o `:o 0o 1.0 'bb bo 0o 'a.o 0o 0.0 "oD 'oo 0.0 Ss, 'oo 00 o.g2lJ :o b'o 1.0 s, .0 bp: to o 0: *so D b:0 b.o ' 0 0.0 :o olB o.d o oo. .o 0 od b o:o to D blo to o 00 0.0 0:0 0.0 0.1 o: b.0 0.o. bD �.0 opb. bo to To 'oa oo o o.o 0.0 I D :o o 0 ,.0 to o.o �D blob o:o D b:O b.o o.o o.o 'o:o 00 '.0 0 bo. b.o b.0: :o. 0 I0.o 0:0 1b:0. o bo 0.0 "`B:o 0o l .o b oo. b.o bo b:o. 0 '0 to 0:0 I b:o b.0 o 'A O.o '0:o l oo to, 0 .0 4 bo bo. to .0 :0 0.0 b:0 l b:o. to O:B o0 0.0 "B:o 00 0.0 To b. bo. bo I bo bo. bo b. 6.0 0:0 b:o to o:o 0 0.0 'o:o I o0 0.0 oD C b. bol oo to bo :o b. 0:0 b:o to b:0 0 j�j 0 L .qn o. b: o0 oo. 0.0 'BD 4 bo 0:0 0 0. 0:0 0.0 0D oo 0D oB .0 0o 0, 0. ID oo. bo to to .o o. b. bo b. o: b:o to D b b 0D 0: oo 0.0 BD 'B oD 0 b.0 0o. b.o o o. bo 0 ' 0 0:o to TO:, ':0 .0 &0 0 :L o0 o.o O:o oo .0 0o b bo b.0 0o bo b.0 to bo DD 0:o to To o:o o:o 0.0 ID oe 0.0 'BD o0 0.0 0:o bo. bo b.0 0o. bo oobo. bo 0.0 OD 0:0 to 0:0 0:0 0.0 0D 0.0 ID oo. 0'0 to 0.0 b o. 'oA bo 0.0 0.0 oA b.0 b. b.0 ILLUMINATION RED l FOR IN AND 0 red leonard associates 1340 Kemper Meadow Dr. I Cincinnati, CH 45240 1513-574-9500 www.redleonard.com \RE THE RESIJLT OF REQUESTS BY OTHERS ASSOCIATES IS NOT RESPONSIBLE CAUSED BY INSUFFICIENT LIGHTING F RECOMMEND THESE LEVELS FOR ITY AND SAFETY REASONS LUMINAIRE LOCATION AIIAUA2-v--� LABEL MTG. HT. TILT LUM NO. 1-16 A 17.42 0 17 - 28 B 11.33 0 29-36 C 3 0 37 - 39 D 9.33 0 40 - 44 D 12 0 45 - 48 E 12 0 49,50 E 10 0 51 F 1 170 52,53 G 20 0 54 H 20 0 55 J 20 0 56 - 64 K 20 0 65 L 20 0 66 M 20 0 NOTE: - ALL AREA LIGHTS ON NEW 17 FT. POLE MOUNTED ON 3 FT. CONCRETE BASE NOTE REQUIRED BY ARCITECTURAL REVIEW BOARD - EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EXCEEDS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUT-OFF 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 OF ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. (;4 NORTH GRAPHIC SCALE 0 30 60 90 120 FOOTCANDLE LEVELS CALCULATED LABEL AVG AT GRADE MAX USING INITIAL MIN LUMEN AVG/MIN VALUES MAX/MIN RIGHT OF WAY LINES 0.16 0.5 0.0 N.A. N.A. SITE PAVED AREA 3.95 16.8 0.3 13.17 56.00 UNDEFINED 0.29 7.2 0.0 N.A. N.A. UNDER CANOPY 24.91 36 14 1.78 2.57 OWNER/OWNER'S REPRESENTATIVE TO ADJUST DRIVE CURRENT ON FIXTURES A, L, & M VIA DIAL ACCESSED IN DRIVER ENCLOSURE TO SWITCH POSITION NOTED IN DESCRIPTION COLUMN OF LUMINAIRE SCHEDULE SYMBOL CITY LABEL ARRANGEMENT LUMENS DIMMING (LUMEN MULTIPLIER) LATF LLF BUG RATING WATTS/LUMINAIRE TOTAL WATTS MANUFACTURER CATALOG LOGIC 16 A SINGLE 14376 0.720 1.030 0.742 B3-UO-GO 91.79 1468.64 CREE, INC. CAN-228-PS-RS-06-E-UL-XX-700 (SET TO SWITCH POSITION 3 IN FIELD) U 12 B SINGLE 484 1.000 1.030 1.000 N.A. 6.9 82.8 B-K LIGHTING, INC. BKLT CH-LED-e69-FL-BZP-12 (BY OTHERS) O 8 C SINGLE 1441 1.000 1.000 1.030 B1-UO-G1 22 176 CREE, INC. PWY-EDG-3M-P3-02-E-UL-XX-350-57K ®! 8 D SINGLE 2947 1.000 1.030 1.030 B1-UO-G1 36 288 CREE, INC. SEC-EDG-3M-WM-02-E-UL-XX-525 ®� 6 E SINGLE 5893 1.000 1.030 1.030 B2-UO-G2 68 408 CREE, INC. SEC-EDG-3M-WM-04-E-UL-XX-525 1 F SINGLE 11678 1.000 1.000 1.040 B4-UO-GO 86 86 CREE, INC. OSQ-AAXXw/PGM-1 + OSQ-A-NM-1 5D-B-57K-UL-XX 2 G SINGLE 11648 1.000 1.000 1.030 B2-UO-G2 86 172 CREE, INC. OSQ-DAXX + OSQ-A-NM-4ME-B-57K-UL-XX 1 H BACK -BACK 11648 1.000 1.000 1.030 B2-UO-G2 86 172 CREE, INC. OSQ-DAXX + OSQ-A-NM-4ME-B-57K-UL-XX y 1 J 2 @ 90 DEGREES 11648 1.000 1.000 1.030 B2-UO-G2 86 172 CREE, INC. OSQ-DAXX + OSQ-A-NM-4ME-B-57K-UL-XX =- 9 K SINGLE 8950 1.000 1.000 1.030 B1-UO-G2 86 774 CREE, INC. OSQ-DAXX+OSQ-A-NM-4ME-B-57K-UL-XXw_OSQ-BLSMF 1 L SINGLE 8950 0.510 1.030 0.525 B1-UO-G2 45 45 CREE, INC. OSQ-DAXX + OSQ-A-NM-4ME-B-57K-UL-XX-Q2 w_OSQ-BLSMF 1 M SINGLE 8950 0.720 1.030 0.742 B1-UO-G2 62 62 CREE, INC. OSQ-DAXX + OSQ-A-NM-4ME-B-57K-UL-XX-Q4 w_OSQ-BLSMF PERSONS USING THIS PROGRAM ARE ADVISED FOR INFORMATIONAL AND ILLUSTRATION PURPOSES ONLY. ALLPRO°UCT. PROJECT NAME: THAT THIS PROGRAM MAY CONTAIN ERRORS SERVICE AND CORPORATE NAMES ARE THE PROPERTY OF THEIR RESPECTIVE WHICH RED LEONARD ASSOCIATES. INC. OR ITS OWNERS.PRODUCT SPECIFICATIONS AND QUANTITIES MAY VARY. SCALE: LAYOUT BY: SHEETZ SOFTWARE PROVIDER HAVE NOT OBSERVED IN THESE DOCUMENTS ARE THE PROPERTY OF RED LEONARD ASSOCIATES. INC. ADDITION, THE USE OF THIS PROGRAM TO AID IN ANY USE OF THESE DOCUMENTS WITHOUT THE WRITTEN CONSENT OF JAYME 1 ° = 30' DAR QUANTT IBI IS NOT INTENDED T° REMOVE THE LAYOUT E LIGHTING AND ESTIMATING MATERIAL 1 LEONARD OF RED LEONARD ASSOCIATES, INC. IS STRICTLY PROH181TED. �` L ✓ E R L E R OF THE ]ILL VERIFY E VAN SED USE P V A pla COMPLETENESS 1 CO AND PROVIDED S D. USE BILL AN ON PROJECT PARAMETERS BILL OF MATERIAL ERS PRO IDED B THEM MANUFACTURER LISTED. CONDUCTEDUNUSED DWG SIZE: UATEI THAT THTENESST OR U LUMINAIRES INCONJECTION WTTER3 PROCEDURES UNDER DRAWING NUMBER: THATTHELAY°UTORUSETH LL WMINAIRESISIN LABORATORYI CONDLNS.AIRETESCTUAL RJECT CONCLUDING DIFFERING PROJECT ITIONSDIFFERIIS FROM D 2118120 FULLRAL MECTFIELD I3 STATUTES REGULATIONS OR OTHER THESE ARAMETERSM Y AFFECT REREQUOEMENTS REQUIREMENTS. OR F RESPONSIBLE OMPLDRE WITS.THECUSTOMER THE REQUIREMENTS VERIFYING ANY APPLICABLE REECTRIC BLEFORING.ORENERG RL-6591-S1-R1 OR CARRIER CODEEWRH INSURANCE GR°UP,RES ANOTHEINORCARRIER ELECTRICAL. LIGHDNG, OR ENERGY CODE. INSURANCE GROUP, REGARDING LUMINAIRES ANO THEIR APPLICATION. PRODUCT QTY LABEL DESCRIPTION PRODUCT QTY LABEL DESCRIPTION PRODUCT QTY LABEL DESCRIPTION " i _ 16 A CAN -228-PS-RS-O6-E-UL-XX-700 _. 8 C PWY-EDG-3M-P3-02-E-UL-XX-350-57K. ® 8 D (SET TO SWITCH POSITION 31N FIELD) ■�Il7JIA_` ® 6 E 228 SeriesTM LED Recessed Canopy Luminaire Product Description Shon, 1 fit mounting from belay bweth deck, Lp resales"rugged, cast P m 9 I MM1gh performance extruded aluminum heat ways specikallydemgnedim LED. Lm unh:urent, to the anapy deck and s cured In piano with compression molded trim. frameW m'lla nd bousng is paranded with factory applied foam gasket and provides fora wmtheNght eatamancen lumnare housing and canopy deck. Suitable far use In single or double skin canopies with 12' 1305mml or 16' (Intend unite pan 1 . Designed for :ian. pies of 16-22 gauge maxmum 0.065" 11.65mml thicknessl. Appliationv Petroleum stations, convenience stores. drive-fhru banks and restaurants, commit and grocery Performance Summary Parentedlifirsion0ptkaPpooduciffirchmakegy Assembled in theUSA ofUS.andimported parts GN Minimum 79 CHI CUz 4D00K /-MCK)5700K / 530KI Standard Umded Woexni to years on Wm naire/ID years an emitted DrUaGuartl• finish tsee"Limaby.m ewconamvIraammommz RWdmWbJ un-fincimma 12tc.Y1u�I.aINS,mma 63ammleleala yaleunn W wastrgwarrop marin'tervrd Men replatld,covac.l.luw-drbNnlmd,wassoir m[I:v pWlez.Po a Man prorma9vvanq townies r ran. nau 1. .1recess¢¢ ttiowmWpea wnueea an.mr,gw D ,sp SARUS, I'Dw -: n quo Lm eslNll:a•ea Fn ae^pv.Wlare gna@r Nan,l5-14mm I "le ml dnmew cul hplen^p in hmgdl Xq.LTJpC]dIW-ln l£p Air Fdeadd 01£p -LTbCC4dIW-6G 1£➢ W-nwFmlws-bnlm a9-ci9ar"Iti-9vtm "CLarporcion-sum wl pFxmx Iffin me con,IS Is05mm 1 v 16' Wtadwlezi Wn Rnmax. L rmir-mor Iddmml-na„glWwxnnepwz or xmml[ullnl�rnM pynow,m Ka -Mai Yncl 2.-In Um Ylpgle one Man upon, dowse moonier.1. Xp{fifizi -gum um p ML chM I)N d name -Mrs aturpirda buee MN 111.'-lmp coly cLo,"uh, aA-I tom mv alm+mell2' Ialson, mmeleror 11x Is. laaun.blommlomlpinlezpamence- praddrramandmirimm c[z4' lasmml-ampmalz -Hass.. rep MdevT Xn N ts.M 11 kid my dlsmml zreawrom aim din mulu- Idpdmmleau:panew mep111. ink meow wahem�r¢mme 1. regww Ordering Information Examine: Ckkr22B.SL-RM4N.E-uL-WHlSs u�mf�um od:er I I 52 Comps.-, 13B6mml Muni locationLevMSrsida r`clocationN on Irueree an an rupriml LED cards Claire may. o:y-e• wegm we] IMarent On %uansSassari izmw mil md as p:Nlarra tin row I.. uuakgl On wr^A Unocal n5]mml Udsgl m s]sr/mmn I57mml ISwarni I1uMgl MSY E PMlal epic Exact LanC ulm Side yells¢ prom pin pmd m aMw - CAR.Ep W EM W E fid.pE pard MP Wpmmlm TYAVM¢mon l µrearm-dSLnpenMy Umadnl plat mA raboaut an A2scre y -wcootleMnco Unhn^ly wo r amaeuaa sm,k m-.m an OR - anMSPe m 1 pnnkum ...I wgnmm�W xxNLwxi drAmm AMss d IwNlk �tlun Symmeti:eBards wraTm:k. �raloawmn,awrepedwminalre ypy. -MnlmummCKl •mlanm.lwaewwwamm9rva:::.ae.,Prm:9:m..-•a-nala..rnaww;;,IdanmWarus,...alw::l.+aa�aals�dd•awaa:a;.x-urn::Tema,..n<e.re,:azaeeMM:y,:deeaerrllmmnldaP> amrmaaemn.mna wrgmmeee. D �L DS RN.Ww:I5gMn3'2m9 CREE 47 US; aroug.creemm T [8001236-6800 F (2621504-5415 Camdh: xwx.cree.mMnnada T 18001473-1234 E 18001890-7507 228 Seriesm LED Recessed Canopy Luminaire Product Specifications MNSTRUCnON&MATER dI u • She lox profile easy command, fibelow ti wmetleck . Lu- E e a id l lu Prhigh omance 99 9 extruded aluminum heat sink specifically designed for LED • Lummare mounts dredty to the county dark and is Son ... d I. *,a ME p molded It m frame • Lurniffirs is provided with f1 ry alarefled foam gasket and prwaes far a wommartght seat handeart turnmairs,housing andpanapy deck • Suitable for single or double skin canopies with 12"1305mmlorto- ,.anan1 wide panels Designed or canopies of 16-22 gauge [maximum 0.065' [165mm1 thickness) • Weatherman driver compartment is czddUUmzdJ of anodized extruded atum nourn far -rotational parrackfich aside a ntl lhermat perd-rove • Integral weathertiplujunctlon box with d S'Uldmm lP lhrtatletl red section points. Raotlfon feetl through B 14 in, d cull 012AWO ,ad ihemor. • Se.wcl•ting Semceable driver any for ease ofits,radd ourrapippersent • Field adjustable drive cormsent, Can I exceed have rent Specified In part marchanReeption'is 90 LEDs t350 Acomon can beadjusted to 525 A • Exlusi a Calmlad retoGuaN• finish feaores an E-L at epery p6m r wi[F an ultra Juable p:rxder tapaat pquwtl tog mcellent msasblnce to dricappin ultraviolet degradation and abrasion Black bronze, m[w,, and whf@ are available • W¢igM1t See D'mens onsantl WeigMCM1ertan pager ELECTRICSLSISTEM • Input VMMgec 12027W or 342-4301, 5N60HZ Cass l tldvers • Power Factor: . 09 at full load . Tail Harmoar Di5 Man:. M at full load • Maxmum l OV Source Cuneddi SOLED 90 LE0:03amA • InlegraLICkVsuryesuMmre ionpmlecLonsGnaal . used whialadruch drew bow.s-ar type UDbrak-rshauM he usetl to atldress'nmsM1 amen[ REGULATORY & W W NTARY OUAURUT10Na -Uws udea • Sumble for wd located. •Memo FCC Part15 Subpart B, Class A Standards for mnduCard and radical prossians • 10R Single suppressmn prdeRimn tested in accordance with IEEE/ANSI C62d12 • Lumnare and finish endurance award aithstand 5,000 hours of iterated ambient salt fog conditions as defined in ASTM Standard B 119 • Meets Buy Amerkan requirements within ARIA • DLC qualified when deduced with PS or SL optics with 60 LFlls and 525 nor Manic drive rent Please refer to d 'g kghts..M/DPL for most current informonsfifirin a CARseDEWS WARXIX0.Gnceranel@piniutt'ne Harm- wxw.paSuaidvryxagw US. Ughting.cree.cpm I I8001236-6800 F12621504-5415 EterVkpt W4• IFU GImI Wol S),em wormsIZU-d9I1V Told cU-m W 1. ]mV T4W RTN llN 6BW 3MN•A a9 99 I no w 46z :nap mar NY 9Fna6 SS fin as 0- o9 1n IJs na.9 4d1 ails lins 91Naaa of To p5a me, 031C Is a31 as us, im 44I. e. an LLR v9 IDI it, ractruwai I1TFl.4vi®Ilyemaraertry.l- lw Mw, woods, sown u-cm'oryl-reY •I-tai Yd Svitln &mMe1d 1eFLsteel W Hen Meimemnn` ATNBm In 1MF Ishor Pmjeneaa IMIF SOK an end"etl' IMF ]SKhr Canna .& LMF Head in cdcummde IMF "Cill"I no, no m Up 096 In twin I" Ilq aw 4w o" ISC 1.." 1do 4W 4N 43d vice ki I aN all 493 15'C IT'FI 1 ad axis fixtrail rove anti %m � rm:.namendemmrun ¢:road mina .18 x emPdwwl,waN.sm:unmy dcial WNe lNavasnml•a:evmmlu�GdlomrslMmeaedRevqu:enuglllnxlle-des•. auvea-mocc�m:urs x-i.pvua umeayxldn. uvU urmmlwmxer..en, N:IpnNrxuemawvdeveo 9oMle:t.Ieaas�aauvmSl... CREE = Came: waw9.me<nNomtla T Im014]3-12M F 18001890-]50] REDLEONARD 513.574.9500 REDLEONARD.COM Cree EdgeTM Series LED Pathway Luminaire Product Description Durable me -part aluminum ludairmind housing mnt dMly fob "Ofi n'd ere col l I detll wiN 1 "hlmountingh N for clean pp Pal ear 9getl de on [ I I if nalflangese<ured by three 3/B"-16xd an<horbolfsw[F1-1/4 hook 1pmvltletll.Nme. T45 To WS' mcket required for Mad installation. Top command LEDs for superior epncal perkrmance art tight mnl.1, Applications: Landscape, walk -ways and general site Oghfing Performance Summary Patented Nanao ieProduct T hndoW Assembled in the U.SA. !U S. and importetl parts CR6 Minimum 70 CRI CCT 4000K I,/ 30CK1 57MK Id 5WKl slantlaM LimiW wamani to Wars, an turniandrall a years an Caroni 0eltaGlmNeflnion cup :dradmldad dxn•My- Accessories rents oucoAmXBPBRe2etlmMlWlvasvm"worwa[nwels]s Piano l ae aif RWH - Model ram."A" IYeimlM Iscropm lWt ,r 6iWnm lgiwa.ISBp� Vnds.[ape lPll IB'IfSlmm 113 wa.16AF� Paccompr 3l 35"1914nm 1)91es IRlpA Fxdl IE4I 42'110.L9mm1 1&61az,IB dhg Paccumnnlpa %'1»mml ]eelm lt9wX Pm-V-.mellwon±am Ordering Information Evmi exi Y-EnG-2M-Pd4ri UL-SV-350 MY -Epp as E NWW pFX[ X®xM Cr:,d stole Y^I49• � m,-r pW^m MI df Ed as EF Wits, Bar, inoII Ter Ihpmml faction,, ersal Swann - WT a - 9. six -a eelaYl:- rim day -Av cau5.epep[aeors rly A.t. IvsimMd::evape or. .1. n mCvplffNs vAmaprawa,eer[m:lral Thi omen-, MrvIn4@vMF PI uchie ac: 12 or z] wlaagez nor Fdwrw�nr war on x I9llsom pmmny .1.W b -pi .at moils bar aw Ave. u1 was me..a,pp lap L9ebadpau Pas Tracy 61' Diurnal luuvry tow u °^l a on Is mewl union. rv.uee rMh A, so. MmWm E man a[twoo, :waVSMn vexI2upmml pa0m,tm rM l.Mennawivd assal and, v 4®t iWWca,erompvWm. aplbn -Mnmum NCPo -CWnr capporms. per lundro:e TLoplun sal.memlmmmam•m. rv-wmlw••rmrvl.mc.ebrep:.eemblmamale C S US: Ighdngvream T18001236-6800 F12621504-5413 Cree EdgeTM LEDPathway Luminaire Product Specifications mmmucnom&IMTERIALs • Durable de -cast aluminum fundiducre h t tl' Il and 11@mmi tl'ame[er pole) dutletll Wtaou[visib@moun[mg FaNware An clean apparance • %le moun6m ruggetl d 4atuminum 'teric flange securetl by three 3/8'sho' anchor baits with t 1/4h klpgwdetll. Nine T45 Tare 318'socket acquired for head installation • Top mounted LEDs for superoropthoodi.rmance and Light central. • Open design, passive thermal containment for superior lumen maintenance • Exclusive Command Continuum' finish frequent, anECoatepoxy primer with an Wlatluah,epo topcoat pmad'ng¢accurstraddromento ulllaviolettle atlatlon and ahraz on Buck bronze sber antl Pr.lm,m 461]/,URd,a CREE = Glutlx inewoea.cbnshand a T(NOI473-1234 F[8001890"]5m ElMaimt WM• ul Ix9 MID-]TlV ram C ie S era Walls 36]-dB9V Todu cconall9l L. R9Y IdOV. Tl'N 34N dWV 361AM u H I-filv4ID Pia uW. CIA Miami while are ova Uble 9 ueal ul .z'em'nAmw_`Ayen:e,as.M°l lmsrn-mcnxsgael.m,sp J-Iced • WHOM: See Dimension and Weight Chan Incomes lands ELECTRICALSYSTEM • InpN Vitt;e 120 222V 0r3d)-d80V, WMHz,Lmss I arvem • Power Factor: • era at pull load at 120V . T..tHs,m..ic0i.M.2C%mf.UbwdmI2Oyx • lntegratIONVsuMpptec i nslandaad • When care dictation Ring.o blow him lrti CM beaMr should he usetl I. oddressarush arena REBUUMRY & W W MARY OU W RUMONS • i Lend . Suitable far ourLo d • I OW Samesuppresson protection tested in accordance Ath IEEE/ANSI W261 2 •Lummaire andu'bendurance tested to ithstand 5.000 hams of elevated ambient salt lag rand Ueos as defined in ASTM Sanaara B 117 CawFA9e-SerinlnlhirMAelustrA WIwnM TMumat Ambient Royal ya h, Pmlectede LMF Men, Pdop[ma' [LMF YSXM CaMUUkR LMF 1-11 Upstate IMF 5-Chi 4vY 0. b 1d"R S-d a7l T a. aIn 0. 21. 1.n ¢Ie Cry an 5'cil"I aIS am 491 • Meel Blw Amermnr uimmenNWlM1In ARRA dmvuedade I1r'Fl .+bmlkpv Imo- ii:.s.m lax .,, malae,..:wrzeroz-eandwa..nw . Roes compliant,LanaBbaptistry fodetonal details - ®tlfewour uaiFl p`° RE510FNI5 WIRWM G:. RePmmNze Xann- in m� �a - amnursmx wastaSSwns'ps9ov Wm zourrav Ne :•a wl iihoimrslM hero¢¢-I-movgllmm lame yvaayale wel u,awe:wlmldaavnfmmmslbueemawavpaindlliwp,. mew•re4llEvdml Icound A CREE= US: UgIIEIg.we.mm T 18001236-6000 F 12621504-5d15 Cai wxw.nee.mMeum T IBOOI 173-1234 F 18001890-2502 Cree Edge® Series LED SecurityWall Pack Wminalre SEC-EDG-3M-WM-02-E-UL-XX-525 SEC-EDG-3M-WM-04-E-UL-XX-525 Product Description The Code Edge'U mount M1 su lax.. rofiletl 5 -R t rr - erd P g Fs ate made 1 aluminum t l TM1 totem 4 dfor LEDapht EOtl part isand high ged performanceafumnum heatrinks raispenfically gbeafignstlor LED over standard and muding rugged atummum. cures to a figail man bu mounting box forinstallation[b lard over onduitNand mud tong single gang sides m wiN hw y16'15mm1scmvs [by orders). and fmmge, hoitom, slaesantl rear. AIWws mounting for uptight our tlownbghL Designed antl approved for easy tM1mugh-vinnng. Its.[...... .des leaf.it bris-pa quart. yplkanona: Generalarea ane secunry, 4gming Performance Summary Patented NanaOpllc• Product echnoN9y Assemh m m the U SA of US_andurported parts CRF Minimum M CRI CCIR"OOK 1•/ 301 5700K1 / 500KI Standard WMMWmmmfi 10,yeam An lum'naire/10 years oa Domrlazt OersGuaN•finish Accessories Ordering Information E.ammle: Inc -E➢a-]M-WM-06-E-uL-SV-MI Rev. Hale: Vd OB/29/3p19 L.3• 1666md11 6.T Itnsmrdl i -A• Lm CrumalplM ram 4' WeyM pl 99'Micarl At 16z l9.lagl W IL9'[--I 32dw fi kit 06 In, [ -I 2516s_111141 Oil 11 Ic Maximal V., 1SLg1 10 1]9'1455mn 31 I. it, had 12 Iv 9'1,50Srvn 32•,I. U_fISi _quo lox E PnJm aP1e N®WA non exam 9•tWa WUY Comm (spectra and a r,a product SEC.a 30 OIN porectur 1, II Me6:m NSUMWn, m Ivervat FaaY h ]➢Z!N draw �vleart As Is.11 MCSum wRrs y rap eaeeem - e' , As idW! Prax�wwrcM1 zp-W.L£n art ova a inP a, - M Two Stan ford.Y IE SW:izer ans ryp 1®mo Pllemuu Murtzpee tyuL^r Yve,u9e iPe11 Sh^n wMLS Woik m kw11d9onadU WL lows. th. 111 armor ,ran al,scolonx wieam pas W W aW town TypevlMMvmw/p15 E W we empva ni"boutudow Type w MCSum 41p TaswM..ad p,5 C �L us iNW UdS ce .rmx_m 18001236-6800 CurXadcm.Uoh noramm ram 1800)673-1234 Cree Edge• LED SecurityWall Pack Luminaire Product Specifications meSTR ON&MmeRUts • Slim how p id design • Luminalfe 5 des are ruggetl the cast aluminum with integral wmilluc ,ht LED prison snmpartmenl Said high perlormanrz aluminum heat inks pRenificrid send far LED ap,douipos • Housing igg tl aluminum • Furnished with o pp Gehl wrigho mountingb designed far instatUDodwer smndardaM mud ring single gang JBexes • Luminaire an also be direct mounted to a wall and surface wirctl • Secure, to wan with four 3116' 15mml scaews Jay othersl • Conduitemryfmmmp,hon men.-drear • .Allows mounting for uptight or tlawnught • Designetlandapprwetl IOreasymmugh wining • Inc.deslafltlehnsguaM • Exclusive Coortast DellaGvarelfnsh fcatures anECoatepoxy primer with an ulladuable Poxtlm Captive, pawdn9 daralleadresstance to destruction degradation and ahason Black, firmake. stvec and whole are available • WFgMs See Dimensions and Might Chart an pager ELECTRICU-SYSTEM • Input Volari 120-227V our 347-4B .50/60H; Class 1 drivers • Pawn Fxron. 09 at full lead . Tail Harmonic Instruction r 20%at ou lead • Integral walM1erOght l-Boxes [M1 leads lwire nuts)for easy zone up • Integal l OW surye sappressonp wdpdo steMand • WM1a mile tl dates tusing a slow him scour type CID framer should be used to tld ssnrush current • Cons 0 aaary if in .m na re facing in captured • Maximum IDISomeCurrent 20 LE, 1350mAl accum 20LED [525 & 700 mAl and ICA 20 LED: 015mA BE1i111A W&WWMTABYGU FICAnONS rows Used • Suitable for wet locations • Meets ELL Part 15,Suh,.nR. Cass A limits R,-mounted and radiated emi sound • Enclosure noted IP66 per IEC 60529 when a Memo without P or Ps platens • ANSI C1361 IOM/ wage part -than, tested in accordance with IEEEIANSI C62412 •Luceandfi'M1 endurance truladW withstand5m0hours of elevated auddentsell fog conditions as defined in ASTIR Standard B ll] • DiUCqualiffired wlM1 send SNUB. Refer to hnpSJl - d 9 bght.ong/rearriatI ost anent mormadmn • MaceBuy American requirements within ARRA • Y ACARFSIpp(S WIMIINL, cw` r dl6Pand u6 Harm- aw 5 16 nwuoMina<om 18001236-6800 [amNm creeuoMno maA cam [But473-1234 CREE = LIGHTING EMmiml OMe• 1ID Count N101 System S za iffirt TmmlculdwtlAl I- zWV 2dOV 2TN 34]Y - 3mmA m 1s. e:r; alp. non reap it" the at St do fin diver a. a ti IW I a59. go, nYlCIA a 111 tap Ito ob9. ails I. 5 A 0 37` 41p 41) as A) U ya ¢id .11 old tad m1 U9e go, I6'1 I111 0 30pR US 13J I Is kid. A's v:51 9nOnut m at n33. On vzy al an a- and d6a ,1< 63. an y-IAa x.'a'nin0.amarens�maveal+rF-Flw.rdm.vtaae:gueaentfi-rrrvvaarJma LYee.Fdge•5erjes AmWM[Aepopd Wmm,AYgW, gird. AmI-, Inival LMF zSK fir Reported' LMF StlK nr Reponetl' LMF ]5Km Estiddyted LMF fella fir E.stil,leleR LMF Si idyll Ina I.1 419 Or o.M 0'C ISo'Fl LOU ice ma IXR s96 5'C{59'q Ira a. 441 Cuta9a N'CIW'FI at U. a96 OW 15'Lyn'q 1m U97 an Pama MTFl o ne.:<,elxw wmrram..r.::q:mm. ei.l , rtmmrze.ameswore-r iNaPMn cii-eon .cacc, au,.zlla[xam Ird Ndmnrwrhaleo CREE LIGHTING PRODUCT QTY LABEL DESCRIPTION 1 F OSQ-AAXX W/PGM-1 + OSQ-A-NM-15D-B-57K-UL-XX _ 2 G OSQ-DAXX + OSQ-A-NM-4ME-B-57K-UL-XX ice' 1 H OSQ-DAXX + OSQ-A-NM-4ME-B-57K-UL-XX _ 1 J OSQ-DAXX + OSQ-A-NM-4ME-B-57K-UL-XX _ 9 K OSQ-DAXX + OSQ-A-NM-4ME-B-57K-UL-XX W_OSQ-BLSMF _ 1 L OSQ-DAXX + OSQ-A-NM-4ME-B-57K-UL-XX-Q2 W_OSQ-BLSMF _ 1 M OSQ-DAXX+ OSQ-A-NM-4ME-B-57K-UL-XX-Q2 W_OSQ-BLSMF OSQ Series OSOTM LED Area/Flood Luminaire - Medium Product Description The 050I'Area/Flood lundiddird blends treme aptimtnG4advanced thI ageeat anamaaern dean driveh 1 Built t last IM1 ahousing' ruggedc [ aluminum M mtegrsl Its manrtgM1ILEO driver Part IV tiemounting configurations o0erslmp@'nstalla[on site pmlmngeven,w-picifile qualm wind hard requiremer designatorblends seamable upgrade siteprpitimgwegquabty'IW ad flue,The 'But Input paxeriis asasuie upgrade for for HIO nation tons unto West Watt, antl Ne'K' Inputpw,er designator's a suitable upgrade for HID applications up to king loess, undera8ons: and iiternal, walkways. campuses: car dealersbips,offa complexes tunnels. nnaerpa.na, ode mI-root rrealmyn Performance Summary Nmr0i Enriched C.kwmz Gfidpa .,on Assembled in the U.SA of U.S.and imported parts brand neutered Landown up to 17.to1 EN cry Up to 136 LPW CRI. Minimum 70 Cal 13000K, 4000K & 5]00KI; 90 CRI ISWOKI CU. 3000K, 4000K, MOOK, 570CK Lfmitee Miami 10 ream an wmicancel l Wars an cmmnant Delecuam• 5eshiWars an synps aewheless aantrwaas aeones el War an terrariaaccessorieaccessoriesrr aeem.A.am a a,,:. do-du:lr:wm+ Ordering Information Fully Mel mprsedol Ma radin^n athat must be^Nene eepanlely. wuellLumm..mw6.orw[.eeep.rwlrl• expara"AamaiddeNm andargandowassonutirapb:q ¢Eaaek wxwn: Ino-X-1naTnrcpNui a,1•Jarwas nee, do net awing, 0 Nor nus um,fnl nu nelva,a[manepaeemnyamn.muct wabryuxott-raa9. Rw.Daw: of Ivfvr2m9 OAMount 25.0" 1635mm1 8on _. osmml 5' 190" 189mm1 4eanm • 3.1 Initial NEMAb-Pin Phatered Recent WcadAa laraeree as an opllo it a- 4.9 Im.mml 1124faml Weight M, haz. 1314J Lmana&e [Nam m W t be Mitered sepxlamlyl p p ♦ MM ppm Color pmeu[t WNan Nela:Wp app[ Is Gaye- Cr Va.IW a s W,Ima ma A Arymmehlc dolt VL UK n RNo ,¢xd•]-Pie MeleW Mptle Mount gl.ReSaw W Awards Hakind,mo 13d.d1 �w l Tym IV ACRI m-1]N pr pelwe pMLa v¢¢lava Ieenrnpr troancit pWravcm MCAum mar Art. anew LLWi pX upw:m, prmee o: drum lic,im mvmaal :tout mvlmam P,'IT 0 sit d wer"cnnvleev,p/dmleaee In and, awlys, star Mesa Flwr•mn .M:micand lam I.araparl asson-ranductor ram Xoe e "m FegIcpPMLWeraaeedlmdetow 5®It tidy eaK WHAM Fnemezu^rabnn b I"9ap Y^la•'s SYmmelrk CPI w_ Input Pvaar rend W dw.11iamovZons it lam. ME 5]MK, mN§^awn p9N6/pa/p[MyW/m P/R� Type 11�Flm1 10CP1 Fb aq:mauxecro m umyldbran, edmm ugrati a9. des p 3 , grad ap�ky3 on.."rour,"taxi Be grourni iTmV firs Racer ,a Page rpwr and,unc omm,raremuwdmk L yyl rlfo - xlnWl pww� ,n-ramnvgunvpn nY♦ Vrtde Sign sign%rsv od�nmmpaglSlermw 1W Nµmaaa .PMLnr PMl3^pvwn d: mnatiry Flood '6e1Y01e.vl:HnvyNsgnvmenviu¢evtia, rmevdailgaawumylaeedeN.m1 C(Du5 0 ® 0 M CREE= LIGHTING 1a: raalwnkmmm lug) 36-6800 GIu6x--• .• IB0016Tdim OSOTP LED Area/Plood Luminaire - Medium Product Specifications Product Sperifications CONSTRIIC118N A, MATERULS SYNA P MMPLYSNAP INTELLIGEM E0NTROL The 5 a to 1 NAP I N m sah highly nNuve connected lighting solution • Slim, In Brand design wind land requirements Swazi PYS P. 9 Y 9 9 featuring moni dgand g. smart ofon sensing,u000 notes ht peM1 fagThe lwearc-gatle • Lumin' housing g' rugged die dart am mumxrMae- integral. he power an and rob antlsupportof up to 1net ark with gateway based temfatures wervitherfigCommitment ommitent LEOdrvermmpartmentaM XgFpetlarmmomnLa[snk onrefitleantlrobusl Beakers anng mess The Twist tFabmwser Contmntertaa N21 • Lome' tit . tl 9mounting method waved am mount this on C.II.onamphor ISnes, tankers PCs_ 030 Sire Lock Lighting Conlmller lTrds., Mouning adaptor is rugged die cast aluminum and mounts to36' and Conlmller lS5450-0021 Gke [h OSOS-manew perlormanm pUteau 176-152mml square or round pole securetl by am 5116-19 UNChops providing extreme energy pmd.paty notee compliance a ntl a be.,11,hl experence. spaea on T 51mm renters • Mounting for the adjustable arm mount adaptor is rugged die cast aluminum and mounts toy 151mml [P. 2875-160mml O.D. tenon • Adjustable arm mountan readjusted! 180' in 25• mcremerms • suwith 163/BTranspr! mo 'sm cteof316stanlesseelanameunfs to fasteners by dheas . Rana tismnstruM of MOOand Al 011 smdaaa is adjustable from 0 18g• in 15• degree ocremenm. Trunnion mount secumsb surace wnh 1113/d' bon cr I211/Tar 3/8"hots • Includes 18 1360mml 10 or 16/3 card damage the iturniandid.WM1 n ANered efito R,option. 18'ClU lUse or 16/i cord is pmvidetl • Confirm bur uptight a ntl downl,hai plarmors • End pace Colorado DettaGOm* finishf t anECGaterimer Elechiel Dam' Input Pourer flany synlein Wmb InE9W tMrtcimeal be 19P] 2!&tl p4nY 2TlV 3aN 6WY c sm. ficas Ise ..IsWa WA wilhan ultraauralm powder apcod providing excellent resistance to d_Im. a'oI WfiImrl amawwuyeworawk•1-Imww:q-.ndirs eatmzmmmT-non• ultraviolet degmaaton and abrasion. Silver, square, back a.aube..rm uodreauy and white arc available • Weight: 050-DA 289On' .[131 kgl; 050-R-AA 28.4 Ws 112.941; Oki TSP: 42 Ws 1111 in 1; 0132 6 Us_ (14ekgl ELECTRICLLSYSTEM • topm%I.,.120-2]]V or 347-480V, 51101HA. Cass i rimars • Power Faction- >09 at MU load TmalxarmeniclK.mn <20%atmulaa • Integral Mumma suppremmnpmWcdon Standard • When mtle or' hop fusing, a slop blow fuse or We C/O breaker should. be mina to address inturro parderal • Consult factory of in tumor¢ sng is required • Designed who DANdmmng comb Ltes Contacts by othem • Refer to Diming spec sheet for details • Maimum mV Sourte Current LOmA REGU UMRY & WLU WMY OUALIFlUnOM5 cUL. used • Suitable for wetlocations �OSeaiaAmN2ldAdja Wien Maoteullmt 25K fir mX hr ]sK fir higher dmMml 0tic P India, ad Rammotl'/ Repanetla/ Lfig,defirN l mted Eza' WF EstimamA IMF myrnlralrc U9 se lu'N formed, 11.1 Ira I. I:m' "I asylmn. tan u PP par ISPFl Simmons, Itis I.m t@ IAd ISc: ? I'd, I.m aw I'm v9P PAFI ylnmmlgle. Liz 1.. Ifin Ion, ace loan.. zirnvemw 1111 eA v.9A aae IW dymnpK[ U9e U9B we Association, p.9M a- P"Il m • Enclosure rated IP66 per PC 60529 when oMered without R apnnn a'.d11'r1.mal:vl*.a Pzr is sd.p[mr.mrrlreun • Consult factory for CE Cardiff Impacts. P•?' ffie m? Ran � ItwoKKeo emmyl:m:m • Certifietl m ANSI C13631-20%3B bridge and overpass vibration stain xwagwwadams•mmmyauww on. with AA, DA, TM, antl WE mounts ao••p°•llxdladm_ °"a°"`e,.amm _ - • ANSI C136.2 LOW surge pml Non tested in accordance with FEERNSI C62612 Atte&soriGS • Mat FCC Part 15, Submit B. Cass A Omit far conducted and rzdu[M zqdkSrdmd • LYml"Ureandfimsheneuancemsled dowtFsmnd 5,000hoursaf elevate¢ amlventsaltfog commons as defined in ASTM Slandarl B 117 • Meet B y quimmenPMffiinMRA • OLC and OLCPremium qualified viers ons ova able wim7 0 CRL Spore ormptnd curmlrtnoase obrWhnpsl/wvrv.dmgnugMea s.ory/srch/ • RaHS complaint Consult factory for contact deceits • Dark Sky Find adIK IDA Approved when mounted] with 301K CU and dent artransportaYon mmuneanly Pease relerm M1ttcs//vwwdarxsxy arolaur-worUbandna/Ioh.xo-o,-aetionv/Ina. _wotlutls/r.. current information OLLRWelWtipmixons snowwRap.eeml:dwx.dn- wxxmd5wam UL andi ._(800)236-6BOO eanatla: praxis ^o-meaeamm 18001473-1231 PERSONS USING THIS PROGRAM AREADVISED THATTHIS PROGRAM MAY CONTAIN ERRORS WHICH RED LEONARD ASSOCIATES, INC. OR ITS SOFTWARE PROVIDER HAVE NOT OBSERVED. IN ADDITION, THE USE OF THIS PROGRAM TO AID IN LAYOUT OF LIGHTING AND ESTIMATING MATERIAL QUANTITIES IS NOT INTENDED TO REMOVE THE RESPONSIBILITY OF THE USER TO VERIFY THE COMPLETENESS OF ANY BILL OF MATERIAL AND THAT THE LAYOUT OR USE OF LUMINAIRES IS IN FULL ACCORDANCE WITH ALL LOCAL, STATE, OR FEDERAL STATUTES, REGULATIONS OR OTHER REQUIREMENTS, OR THE REQUIREMENTS OF ANY INSURANCE GROUP, ORGANIZATION OR CARRIER REGARDING LUMINAIRES AND THEIR APPLICATION. Fix. la mix 6lmpplwz o5padciPt., wpay. p5➢.MFo-pnpSPP postitlSHE4 n9 spa.¢-manudne.a w'empon OLSMP nuvmalthe a Mopers program n m ^n son-u Ire. remmw6 mgmiw asmandc 4/npyW ImanlN.Aranmia. esaatiymMuroawr vmpzxaPon-sNatinwwe uiraele as, lz0.xrn lu,l anow.. ty wmi Re9mma N EMaaNM MCP41 wn, .1 wo I., minor Ud_m.wmwue WMlar lw pNlLVerpopmnz droup-A. Pm m' N wg.eimmug,mae, 0 tan nregmmp p ,, gluliu• ,inpucordiso.y adificarroard. as scram"'huraccours Npaengair p awry, m Spoil Td1o5M -fificgwaeeaon. sad 2a caow ane enrw -a r incweezmuma on -1. and wands, NDANwn - N, pmwey myw, w m1a me eadm CREE= LIGHTING FOR INFORMATIONAL AND ILLUSTRATION PURPOSES ONLY. ALL PRODUCT, SERVICE AND CORPORATE NAMES ARE THE PROPERTY OF THEIR RESPECTIVE OWNERS. PRODUCT SPECIFICATIONS AND QUANTITIES MAY VARY. THESE DOCUMENTS ARE THE PROPERTY OF RED LEONARD ASSOCIATES, INC. ANY USE OF THESE DOCUMENTS WITHOUT THE WRITTEN CONSENT OF JAYME J- LEONARD OF RED LEONARD ASSOCIATES, INC. IS STRICTLY PROHIBITED. SHEETZ AIRPORT RD & SEMINOLE TRAIL ALBEMARLE, VA RL-6591-S1-RI �\ REDLEONARD ASSOCIATES 513.574.9500 1 REDLEONARD.COM PERSONS USING THIS PROGRAM ARE ADVISED THAT THIS PROGRAM MAY CONTAIN ERRORS WHICH RED LEONARD ASSOCIATES, INC. OR ITS SOFTWARE PROVIDER HAVE NOT OBSERVED. IN ADDITION, THE USE OF THIS PROGRAM TO AID IN LAYOUT OF LIGHTING AND ESTIMATING MATERIAL QUANTITIES IS NOT INTENDED TO REMOVE THE RESPONSIBILITY OF THE USER TO VERIFY THE COMPLETENESS OF ANY BILL OF MATERIAL AND THAT THE LAYOUT OR USE OF LUMINAIRES IS IN FULL ACCORDANCE WITH ALL LOCAL, STATE, OR FEDERAL STATUTES, REGULATIONS OR OTHER REQUIREMENTS, OR THE REQUIREMENTS OF ANY INSURANCE GROUP, ORGANIZATION OR CARRIER REGARDING LUMINAIRES AND THEIR APPLICATION. FOR INFORMATIONAL AND ILLUSTRATION PURPOSES ONLY. ALL PRODUCT, SERVICE AND CORPORATE NAMES ARE THE PROPERTY OF THEIR RESPECTIVE OWNERS. PRODUCT SPECIFICATIONS AND QUANTITIES MAY VARY. THESE DOCUMENTS ARE THE PROPERTY OF RED LEONARD ASSOCIATES, INC. ANY USE OF THESE DOCUMENTS WITHOUT THE WRITTEN CONSENT OF JAYME J. LEONARD OF RED LEONARD ASSOCIATES, INC. IS STRICTLY PROHIBITED. SHEETZ AIRPORT RD & SEMINOLE TRAIL ALBEMARLE, VA R L-6591-51- Rl �\ REDLEONARD ASSOCIATES 513.574.9500 1 REDLEONARD.COM PERSONS USING THIS PROGRAM ARE ADVISED THAT THIS PROGRAM MAY CONTAIN ERRORS WHICH RED LEONARD ASSOCIATES, INC. OR ITS SOFTWARE PROVIDER HAVE NOT OBSERVED. IN ADDITION, THE USE OF THIS PROGRAM TO AID IN LAYOUT OF LIGHTING AND ESTIMATING MATERIAL QUANTITIES IS NOT INTENDED TO REMOVE THE RESPONSIBILITY OF THE USER TO VERIFY THE COMPLETENESS OF ANY BILL OF MATERIAL AND THAT THE LAYOUT OR USE OF LUMINAIRES IS IN FULL ACCORDANCE WITH ALL LOCAL, STATE, OR FEDERAL STATUTES, REGULATIONS OR OTHER REQUIREMENTS, OR THE REQUIREMENTS OF ANY INSURANCE GROUP, ORGANIZATION OR CARRIER REGARDING LUMINAIRES AND THEIR APPLICATION. FOR INFORMATIONAL AND ILLUSTRATION PURPOSES ONLY. ALL PRODUCT, SERVICE AND CORPORATE NAMES ARE THE PROPERTY OF THEIR RESPECTIVE OWNERS. PRODUCT SPECIFICATIONS AND QUANTITIES MAY VARY. THESE DOCUMENTS ARE THE PROPERTY OF RED LEONARD ASSOCIATES, INC. ANY USE OF THESE DOCUMENTS WITHOUT THE WRITTEN CONSENT OF JAYME J. LEONARD OF RED LEONARD ASSOCIATES, INC. IS STRICTLY PROHIBITED. SHEETZ AIRPORT RD & SEM I NOLE TRAIL ALBEMARLE, VA R L-6591-Sl - Rl z REDLEONARD 513.574.9500 1 REDLEONARD.COM PERSONS USING THIS PROGRAM ARE ADVISED THAT THIS PROGRAM MAY CONTAIN ERRORS WHICH RED LEONARD ASSOCIATES, INC. OR ITS SOFTWARE PROVIDER HAVE NOT OBSERVED. IN ADDITION, THE USE OF THIS PROGRAM TO AID IN LAYOUT OF LIGHTING AND ESTIMATING MATERIAL QUANTITIES IS NOT INTENDED TO REMOVE THE RESPONSIBILITY OF THE USER TO VERIFY THE COMPLETENESS OF ANY BILL OF MATERIAL AND THAT THE LAYOUT OR USE OF LUMINAIRES IS IN FULL ACCORDANCE WITH ALL LOCAL, STATE, OR FEDERAL STATUTES, REGULATIONS OR OTHER REQUIREMENTS, OR THE REQUIREMENTS OF ANY INSURANCE GROUP, ORGANIZATION OR CARRIER REGARDING LUMINAIRES AND THEIR APPLICATION. FOR INFORMATIONAL AND ILLUSTRATION PURPOSES ONLY. ALL PRODUCT, SERVICE AND CORPORATE NAMES ARE THE PROPERTY OF THEIR RESPECTIVE OWNERS. PRODUCT SPECIFICATIONS AND QUANTITIES MAY VARY. THESE DOCUMENTS ARE THE PROPERTY OF RED LEONARD ASSOCIATES, INC. ANY USE OF THESE DOCUMENTS WITHOUT THE WRITTEN CONSENT OF JAYME J. LEONARD OF RED LEONARD ASSOCIATES, INC. IS STRICTLY PROHIBITED. SHEETZ AIRPORT RD & SEMINOLE TRAIL ALBEMARLE, VA RL-6591-51-R1 z REDLEONARD ASSOCIATES 513.574.9500 1 REDLEONARD.COM PERSONS USING THIS PROGRAM ARE ADVISED THAT THIS PROGRAM MAY CONTAIN ERRORS WHICH RED LEONARD ASSOCIATES, INC. OR ITS SOFTWARE PROVIDER HAVE NOT OBSERVED. IN ADDITION, THE USE OF THIS PROGRAM TO AID IN LAYOUT OF LIGHTING AND ESTIMATING MATERIAL QUANTITIES IS NOT INTENDED TO REMOVE THE RESPONSIBILITY OF THE USER TO VERIFY THE COMPLETENESS OF ANY BILL OF MATERIAL AND THAT THE LAYOUT OR USE OF LUMINAIRES IS IN FULL ACCORDANCE WITH ALL LOCAL, STATE, OR FEDERAL STATUTES, REGULATIONS OR OTHER REQUIREMENTS, OR THE REQUIREMENTS OF ANY INSURANCE GROUP, ORGANIZATION OR CARRIER REGARDING LUMINAIRES AND THEIR APPLICATION. FOR INFORMATIONAL AND ILLUSTRATION PURPOSES ONLY. ALL PRODUCT, SERVICE AND CORPORATE NAMES ARE THE PROPERTY OF THEIR RESPECTIVE OWNERS. PRODUCT SPECIFICATIONS AND QUANTITIES MAY VARY. THESE DOCUMENTS ARE THE PROPERTY OF RED LEONARD ASSOCIATES, INC. ANY USE OF THESE DOCUMENTS WITHOUT THE WRITTEN CONSENT OF JAYME J. LEONARD OF RED LEONARD ASSOCIATES, INC. IS STRICTLY PROHIBITED. SHEETZ AIRPORT RD & SEM I NOLE TRAIL ALBEMARLE, VA R L-6591-Sl - Rl Convenience Architecture jk HP CUPOLA E VI C I_1 TOP OF WALL CAP (HIGH' 21'-5" FINISH FLOOR 9'-2% " 2 OUTLINE AREA = 21.65 SQ.FT. BOX AREA = 25.94 SQ.FT. TYPICAL OF 3 FRONT ELEVATION 1 /4" = 1'-0" LEFT ELEVATION 1 /4" = 1'-0" HP CUPOLA I1 _ FINISH FLOOR 0'-0" TOP OF WALL CAP THIGH) 22'-8� TOP F_WALL CAPLHIGH) /1 21'-5" \,ffl _TOP OF WALL CAPLON 19'-101/4 and Design P.C. 351 Sheetz Way, Claysburg, PA 16625 phone (814) 239-6013 email tcolumbu@sheetz.com web site www.sheetz.com PROJECT NAME: E NEW SHEETZ STORE FINISH FLOOR I D 0'-0" C A ABLEMARLE COUNTY INT. OF STATE ROUTE 29 AND AIRPORT ROAD ABLEMARLE COUNTY VIRGINIA OWNER: SHEETZ, INC. 5700 SIXTH AVE. ALTOONA, PA 16602 CONSULTANT PROFESSIONAL KEYPLAN ISSUE PROJECT NO: 172556 AUTHOR BY: JEB, RJK REVIEW BY: TMC A SHEET TITLE EXTERIOR ELEVATIONS (1) WALL MOUNTED "SHEETZ" BUILDING SIGN 1/2" = 1-0" u 9 1 r w 5 A200 E u �OP CUPOLA 31' - 6" TOP OF WALL CAP (HIGH) 22' _ 8„ TOP OF WALL CAP (HIGH)_ TO_P OF WALL CAP�OW� 19'-10 1/1 4" C � TOP OF SLAB 0'-0" U I_1 REAR ELEVATION Ile = 1'-n" RIGHT ELEVATION 1/4" = 1'-0" Convenience Architecture HIP CUPOLA and Design P.C. 31' - 6' 351 Sheetz Way, Claysburg, PA 16625 WALL CAP LHIGH 22' - 0'. WALL CAP (HIGH) /1 21'-5" � OF SLAB DRIVE-THRU -0'-6" phone (814) 239-6013 email tcolumbu@sheetz.com web site www.sheetz.com PROJECT NAME: E NEW SHEETZ STORE u C A ABLEMARLE COUNTY INT. OF STATE ROUTE 29 AND AIRPORT ROAD ABLEMARLE COUNTY VIRGINIA OWNER: SHEETZ, INC. 5700 SIXTH AVE. ALTOONA, PA 16602 CONSULTANT PROFESSIONAL KEYPLAN ISSUE PROJECT NO: 172556 AUTHOR BY: JEB, RJK REVIEW BY: TMC A SHEET TITLE EXTERIOR ELEVATIONS u 9 1 r w 5 A201 1 2 3 5 c Convenience Architecture E C C IDA I � I I I I I I I I I I I I I I I I I I II I I I I I I I I I I I I II u � J I I I I I I I I (----- KITCHEN SEATING AREA L-------L L - - - - - - - J L- CLEANUP/WORK ROOM SALES FLOOR L - - - - - - - J L I I I L-----J L-------L ye 9 I I I I I I ---------------------------------------- UTILITY ROOM 0000 O r I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L---------- 1 I I 0 I i I and Design P.C. 351 Sheetz Way, Claysburg, PA 16625 phone (814)239-6013 email tcolumbu@sheetz.com web site www.sheetz.com E PROJECT NAME: NEW SHEETZ STORE 0 C 1:3 ABLEMARLE COUNTY INT. OF STATE ROUTE 29 AND AIRPORT ROAD ABLEMARLE COUNTY VIRGINIA OWNER: SHEETZ, INC. 5700 SIXTH AVE. ALTOONA, PA 16602 CONSULTANT PROFESSIONAL KEYPLAN ISSUE PROJECT NO: AUTHOR BY: REVIEW BY: A SHEET TITLE 8-03-2020 z 0 U J) w 0 w Q 0 1 2 3 0 Convenience Architecture RED ACM COLOR TD MATG1 1 TOP . CANOPY . 19=3" BOTTOM OF SIGN TOP OF A.GH COLUMN WRAP OP OF SLAB SIDE "A" STREET SIDE ELEVATION SCALE: 3/I6" =1'-6° 1 TOF'of CAI ...—.— 19=3" BOTTOM OF SIGN 7 151" TOP OF AG.H COLUMN WRAP TOP OF SLAB SIDE "D" STORE SIDE ELEVATION SCALE: 3/16" =1 '-0° RED AGM CIX TO MATCH PAMGNE 3BIC1 —TOP OF CAN y 10"X le TUBE WI DARK DARK TO MAT STONE I STONE c and Design P.C. 351 Sheetz Way, Claysburg, PA 16625 phone (814) 239-6013 email tcolumbu@sheetz.com web site www.sheetz.com PROJECT NAME: E NEW SHEETZ STORE ABLEMARLE COUNTY Int. of State Route 29 and Airport Road Ablemarle County Virginia OWNER: SHEETZ, INC. 5700 SIXTH AVE. ALTOONA, PA 16602 CONSULTANT -1 _ — — — — — tOF'.O tRUSe TOP of iR1189 — _ .—.—.—.—. — -1 IY-5.-5" SIGN MOUNTING POLES PROFESSIONAL BOrrOM OF SIGN BOttoM w SIGN = = TO BE PAINTED DARK BRONZE BOTTOM OF TRUSS _— f TOP OF AGM. COLUMN WRAP TOP of AC.M. COLUMN WRAP BOTTOM OF TR1180 DRAIrI b I'_3. 34._0. — - — . _ . _ . _ . _ . _ _ . _ I _3. ExTERHAL ORAIH 14� 14-0` �ZAK STORE SIDE W .O DARK ORCHCE ACH COLOR TO DARK BRC U ACn C0.0R r0 STREET SIDE nnrcH PANrWE aaec names PAHroNE aaec STREET SIDE nUZA IIII STORE SIDE 0 O m IIII 1111lilt 0 Jill IIII'. — _ FIRE MARSHAL DECAL lilt FRE MARSHAL DECAL - TOP of STONE TOP OF BTONE �yl.} -———--———— — —e_a" 1 I I I l i l l 9'-2 11 /I6T� 7e:--------——-- IIII 15.31 SQ. FT. BOX AREA <<,.. �. l �` : m IIII - 13.23 SQ. FT. OUTLINE AREA 11 KEYPLAN m m; - m l i TYPICAL OF THREE ° Jill 0 0 w IIII CANOPY MOUNTED SHEETZ SIGN DETAIL '1 1 il_ ' - — — — TOP OF BLAB �tOP OF BLAB _ rRAQE Y — — — — — I I SCA E' 12 =1 z e 3-0' 9 � SIDE "A" LEFT SIDE ELEVATION SIDE "C" RIGHT SIDE SCALE: 3/I fo" =I F-e" ELEVATION SCALE: 3/16" =1 '-O" SIDE AJI m I � Ift- ' i •--------------------------------------------- -zz- ------------------ 0 0 0 0 0 0 n_1r,r_ F1 STORE SIDE LU w � �� O �� O 'gyp r (- O Q Z3 � s� ❑® 32'-0" ❑® - - - - - - - - - - - - u � - 0 SPLIT FLAG SIGN LOCATIONS STREET SIDE PLAN VIEW FOR LOGO LOCATIONS SIDE C SPLIT FLAG SIGN LOCATIONS AUTO DIESEL/ETHANOL FREE FLAG SIGN ELEVATION SCALE = NO SCALE A U 0 D I E S E L F R E E SIGN MOUNTS TO GAS CANOPY POSTS MILL FINISH ALUMINUM PAINTED GREEN GLOSS WHITE VINYL LETTERS MILL FINISH ALUMINUM PAINTED RED DOUBLE FACED SIGN 4 REQUIRED AUTO DIESEL/ETHANOL FREE FLAG SIGN DETAIL SCALE = NO SCALE FLAG SIGN AREA = 5.68 SQ. FT. "'AUTO DIESEL" FLAG SIGN ELEVATION AND DETAIL SCALE 14 =1 -6 2'-1 i"X 2'-1 z' CAST STONE SILL TO MATCH STONE ON STORE - 3" DIA. PvG DOWN SPOUT FROM CANOPY w In Q m w O F 2"-6" X 2'-6" STONE BASE TO MATCH STORE COLUMN ELEVATION SCALE: 1/2" =1'-0" CAST STONE SILL 2=0" STONE BASE 1 '-16" X I '-16" DARK BRONZE A.G.M. COLUMN WRAP STONE COLUMN BASE DETAIL SCALE: 1/4" =1'-e" ISSUE PROJECT NO: AUTHOR BY: REVIEW BY: A SHEET TITLE 07-30-20 (�� GAS AWNING DETAILS 7tj w Y 2 AWNING GLEN -GERM CORP. - ST. WINDSOR GROUT: NATURAL WITH GRAPEVINE JOINT m 1/2" TEMPERED GLASS W/ 3/8' BUTT JOINT FRONT ELEVATION SCALE 1 /4"=1 '-0" REAR ELEVATION SCALE: 1 /4"=1'-6" LED OPEN/CLOSED WALL SIGN AGM FASCIA, COLOR TO ILLUMINATED SIGN. VERIFY MATCH "DARK ERONZE" LOCATION WITH SITE PLAN 6-ir, 20 GA. GALVANEAL TRIM PAINTED DARK BRONZE ACM FASCIA, COLOR TO MATCH "DARK BRONZE" ADAMS, AN OLDCASTLE COMPANY. - CRAE ORCHARD DINT GA. GALVANEAL TRIM NTED DARK BRONZE I i TRIM AROUND TOP AND SIDES OF WINDOW TO EE DARK BRONZE AGM FASCIA, COLOR TO MATCH r LED OPEN/CLOSED WALL SIGN "DARK ERONZE" / ILLUMINATED SIGN. VERIFY I LOCATION WITH SITE PLAN A GLEN-GERY CORP. - ST. WINDSOR GROUT: NATURAL WITH GRAPEVINE JOINT BRONZE WALL PACK SAFETY LIGHT -AIR LIFT DOOR I5,-1„1-11, ��" RIGHT ELEVATION (ENTRANCE) SCALE 1 /4"=I'-0 9 � 2' 6" LED OPEN/CLOSED LUALL SIGN AREA = 2.81 SO. FT. TYPICAL OF 2 LEFT ELEVATION (EXIT) SCALE: 1 /4"=I'-0" ADAMS, AN OLDCASTLE COMPANY. - GRAB ORCHARD AGM FASCIA, COLOR TO MATCH "DARK BRONZE" 20 GA. GALVANEAL TRIM PAINTED DARK ERONZE ADAMS, AN OLDCASTLE COMPANY. - CRAB ORCHARD Z O a w 0 V) W 0 z O 0 H W m m w Q in W M ti O --1 V � M n ` N U L U) ti Q) a 1 � U W j v Qj H l V ul M L (() 1!- O O Q 1F Lu ULuJ Lu Lu 11- O VI N LJ L1 L1 Z SCALE: Ua" = 1'-0" DATE: DRAWN BY: FILENAME: 1 ICE Convenience Architecture NOTES: NOTES: SIGN CABINET t I. DESIGN 15 BASED ON SB TO Re MPH 3 SECOND and Design P.C. CONNECTION DESIGN GUST DESIGN WIND SPEED MAX PER IBC 2006. BY OTHERS. EXPOSU2. FOUNDATTIIOJS ARE BASED ON A SAFE LATERAL SOL PSF PER I' HEAVY 351 Sheetz Way, Claysburg, PA 16fi95 20-4" ELECTRICAL DESIGN BEARING PRESSURE MINIMUM OF 300 - 10 BY OTHERS. FOOT OF DEPTH. SOIL REPORT WAS NOT FURNISHED. ALLOWABLE BEARING PRESSURE SHOULD BE HEX NUT 19-4" VERIFIED PRIOR TO PLACEMENT OF CONCRETE DO _ _ phone (814) 239-6013 m NOT PLACE FOUNDATION IN FILL 3. CONCRETE SHALL BE KXED TO ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS. 4. SUPPORT MEMBER SHALL BE FREE FROM DEFECTS I�I email tcolumbu@sheetz.com Web site www.sheetz.com AND SHALL MEET ASTM A500 GRADE B WITH A MINIMUM YIELD STRENGTH OF 46000 PSI FOR TUBE PLATE AND ANGLE SHALL MEET ASTM A36. _ ,CAR m & X& X/4" STEEL TUBE 5. STRUCTURAL BOLTS SHALL BE ZINC COATED A325 UNLESS OTHERWISE NOTED. w PROJECT NAME: 6. ANCHOR BOLTS SHALL BE CUT FROM A36 ROUND STOCK. EXPOSED SURFACES SHALL BE GALVANIZED OR COATED TO PREVENT CORROSION. I" DIA.X42" CARWASH EXIT ONLY WALL SIGN CARWA5I-1 INSTRUCTIONS WALL SIGN , -i_.- \, OPEN 1. ALL VOIDS BETWEEN COLUMN BASE PLATE AND LONG m FOUNDATION SURFACE SHALL BE COMPLETELY ` IQ ANCHOR SCALE AREA = 2.0S SQ. FT. SCALE: I"=1'-0" AREA = 2.'15 SQ. FT. p C.G. FILLED WITH HIGH STRENGTH, NON -SHRINK GROUT. I S. WELDS SHALL BE HARE WITH E10XX ElEOTRODES '^ BOLT TYPICAL OF TWO s FIELD VERIFY PRIOR TO FABRICATION BY PERSONS QUALIFIED IN ACCORDANCE WITH AWS STANDARDS WITHIN THE PAST TWO TEARS. 2'-0 -A 1]-5" m 9•-II" S. STEEL REINFORCING EARS SHALL CONFORM TO ASTM A6I5 GRADE 60 WITH DEFORMATIONS IN 0 12' 0" I" DIAX42" LONG 6" OR,8" CURB ACCORDANCE WITH ASTM A-305. WELDING OF ANCHOR BOLT REINFORCING BARS IS PRO4115 TIED. m 10.THIS DESIGN IS PROTOTYPICAL AND SHOULD NOT ": OVER BE USED FOR SITE SPECIFIC APPLICATIONS UNLESS TURN DEEMED SUITABLE BY A COMPETENT I b 2 -0 -/ CARTWAY GRADE PROFESSIONAL ENGINEER. - _ _ _ _ ' ' :+y". : �.. : NUT, TACK i(1 ' PLEASE• �...•2. �.-'i' VERTICAL REINFORCEMENT- "• WELD TO FE0.50FF - Fou ie ew"one BARS AT 13" O.C. 9" OR II' '.•^. `• BOLT _. .. .. �, HORIZONTAL HORIZONTAL REINFORCEMENT -ell 5e5 BARS AT 14' O.C. () ' U f. i•�t •' a J, ON LEEWARD AND WINDWARD �.) :! ' ,�.. ; � � m ' � /i FACE DO NOT WELD REBAR. 3" MIN COVER. •: J.;> .; •, :' •'' ' �:'<•, -'•!: •;.' CARWASH DISCLAIMER WALL SIGN CARWASH WARNINGS WALL SIGN CARWASH REGULAR 3 CHOICE MENU BOARD ... OWNER ' .^•�.': . ter:%'.:° ': r'.+': ' .• '�:"'�E ":'' ANCHOR BOLT DETAIL SCALE: I"=1-0" AREA = 6.00 SQ. FT. SCALE: I"=1'-0" AREA = 2.06 SQ. FT. SCALE I"=1'-0" AREA = I5 SQ. FT. r 2CU. Y F r ;-e NO SCALE SIGN TO BE BACK LIT SHEETZ, INC. DOUNNDRET O'D TE RRE PER FOUNDATION 1 -1 5700 SIXTH AVE. CLEARANCE BAR DETAILS I 10 13"X13"XI" ALTOONA, PA 16602 NO SCALE T STEEL BASE PLATE O TURN I" DIA.X42" LONG 1 1/4" DIA. ANCHOR BOLT GRADE HOLE TYP. W 6"X6"XI /4" `i STEEL TUBE A ,: ,,'; A !: (6) #9, BARS ON A OVER 3"X3"Xl /2" 21" PATTERN WITH TURN " "'• �' (4) #3 STIRRUPS A 6"X6"XI/4" STEEL GUSSET • , Y.. ••`' 6" O.C. AT TOP 18', STEEL TUBE '• �. THEN 15' O.C. z CONSULTANT • • . + THEREAFTER STEEL GUSSET :• '•',� 1. 1.32 GU. YOS. OF GONG. 0 I" DIA.X42" LONG BASE PLATE DETAIL REQ'O. PER a ANCHOR BOLT No sca e 2-e MA CAISSON A 13"XI3'XI" STEEL BASE PLAT 1 /2" OPTIONAL CAISSON FOUNDATION PROJECT: NO SCALE G NO SCAL 3"X3"XI/2"E STEEL GUSSET SHEETZ d W 0 •, jy ,k' - m ,u HIGH STRENGTH, G C NON -SHRINK GROUT CLEARANCE BAR to DESIGN INTENT UP TO 120MPH CLIENT: MAX. �f •' 9 5:.,:.:.. A.. A SIGN COMPANY /y s% CHAMFER I n" I 5107 IHSSSLL AVENUE, ALTOONA. PENNSYLVANIA 18801 q , PHONE: (814) 949-8287 PAX: (814) 949-6293 PROFESSIONAL rO SHT. SECTION A —A ANCHOR BOLT PROJECTION DETAIL 1 BY. HMA GUSSETT DETAIL Pmjeef Number. 12-0282 NO SCALE NO SCALE OF DATE: 04/ 25 12 Df wingg umber. KEYPLAN 620mm �3 0) m 2 -� (24 5/1 OPTIONAL SIGN TOPPER OPTIONAL SIGN TOPPER SHEETZ (o'-1 1 /2" 6,-4%„ ,�N CARMION 2100mm (8213/16") (90mm j� ®lo •®• H m (�41 318 7'.022 Z O 9.5"X 96"X 3" 1600mm ® CLEARANCE/ALERT BAR ` d (62 7/8") N U 0 0 1 � cp � DARK BRONZE r 610mm ISSUE: 08-07-20 (24") PROJECT NO: FIELD VERIFY AUTHOR BY: REVIEW BY: SHEET TITLE DRIVING SURFACE 80m m (36 5/8") 3,-3 (390) r , CARWASH CLEARANCE SIGN ELEVATION CARWASH SIDE VIEW TELLER SCALE:1/2"=1'-e" SIGN DETAILS TELLEfR DET,4��T VIEW n-I '-0" SCALE: I CARWASH TEXT AREA: 4.58 SQ.FT. SCALE NO SCALE ENTER HERE TEXT AREA: 4.32 SQ.FT. TOTAL SIGN TEXT AREA: 13.3e SQ.FT. SIGN r1h _L1J 1-i;J"r Jz�1JiJ J-!.JJ; l,v=f1 JE ?lj 1!J:_. :),J1J.»' c;J'r5 P,,Zj7_J liJ"J-J r'J�J.:� D��15aJ. ; :CL15i �uU'rr1.'J °F7f�:iPP75'J_.7JliJ9 -�Sl�� �a�iJJ,Jo�fs�- 'THIS EXHIBIT IS FOR ILLUSTRATIVE PURPOSES ONLY. ALL SITE IMPROVEMENTS SHOWN HEREIN ARE CONCEPTUAL, AND SUBJECT TO CHANGE WITH FINAL DESIGN. T ..cca N^� � W-ff'l Y I� a e Qo s k+ i 12 op/ rs ., \'K'•K'.. . elf. . 5+-IEETZ� ' ■ f f4 'THIS EXHIBIT IS FOR ILLUSTRATIVE PURPOSES ONLY. ALL SITE IMPROVEMENTS SHOWN HEREIN ARE CONCEPTUAL, AND SUBJECT TO CHANGE WITH FINAL DESIGN. r \ yi or 0. 4-ik /• a/ Q a/9p �a?O o9r'9U e� p9pR'¢ H040.-- ' i r �yqq N.. .n'ARtlLF t�� I 0 S++E-ETZ r PROPOSED SHEETZ Charlottesville, Virginia or Ls+� Z' THIS EXHIBIT IS FOR ILLU ONLY. ALL SITE IMPROVEM N HEREIN _ ARE CONCEPTUAL, AND S�! HANGE - WITH FINAL DESIGN.Mt JORd 90 1 l: 1 • • THIS EXHIBIT IS FOR ILLU RP[TSES' - • '� �� "' �� - -� _ _ -- ---� -'' ' --- ONLY. ALL SITE IMPROVEM N HEREIN ARE CONCEPTUAL. AND " HANGE _ WITH FINAL DES16N.Al P F fff 44%qO 9r9 04� 7-4 i • .rr err 1l a fr-F-AE39 FOOD 'THIS EXHIBIT IS FOR ILLUSTRATIVE PURPOSES ONLY. ALL SITE IMPROVEMENTS SHOWN HEREIN ARE CONCEPTUAL, AND SUBJECT TO CHANGE WITH FINAL DESIGN. T 5i-IEETZ, I 'THIS EXHIBIT IS FOR ILLUSTRATIVE PURPOSES ONLY. ALL SITE IMPROVEMENTS SHOWN HEREIN ARE CONCEPTUAL, AND SUBJECT TO CHANGE WITH FINAL DESIGN. ay o P ti� 9rAogo � 9� I��I --- .44 5i-IE E T Z , 0 A W 'THIS EXHIBIT IS FOR ILLUSTRATIVE PURPOSES ONLY. ALL SITE IMPROVEMENTS SHOWN HEREIN ARE CONCEPTUAL, AND SUBJECT TO CHANGE WITH FINAL DESIGN. _.k ck . 1� 1 t..07"m ww_ I r 5i-IE ETZ�, ml $ 0 1 = Issues + Benefits 1. Drive-thru queue faces Rt 29 EC. 1. Building is closer to front of site and the � qT-/ ECs which helps screen the canopy from TRANSITION TOCG-7 2. Drive-thru queue faces Airport Rd EC. some views.. 3. Drive thrU queue/lane close to Airport Rd. 2. DUmpster Enclosure near back corner ofTAi TEMPORARY CONSTRUCTION 1` R50' Difficult to screen w/ limited landscape site. TMP.32-39B WA S11 7-z N7FJOSEPHM EASEMENT AREA - 1 APPROX. 5' .9.698 .J3 EAND D.9('EEMENT) NWEAL TH OF V/RG/N/A Dig -: 676 V `o " D .d.698 P.335 AND D.B'644 PZ/3 AIT OF TRAIVSPORTAT/ON D.B 629 P.104 (PLAT% - PROP. ACCESS �01 1 area. This side of the building difficult to D.9.4574P676 y ZONED: C,COMMERCIAL LOD EASEMENT Pg. XI V F. 200-207 PRESENT USE: COMMERC/AL / ' enhance architecturally due to restrooms 3. Drive-thru and car wash egresses PB.X,VP.IS/-158 EX SAN/MH wool and walk-in cooler. separated. Cl COMMERCIAL \ TOP534.47R6.5' USE. DETENTIONPOND IN IN 526. 02 /(/AT) M INV. IN /525.72 lNV OUT 525.67 4. Drive-thru and service side of building EX OR/PL/NE 1 o/ ; h faces the Rt. 29 EC. This side of the °bG h " x pl��% ' building difficult to enhance architecturally due to electric equipment, kitchen, hoods �_L -' Ej5°' R60' and storage. ( �'5 sso� Ej 5. The tower (architectural feature) which is EX. SAN MH TRANSITION TOCG T0(AT) the building's main entrance has limited NV. /N 527802.75W ('� INV IN 52z7s 's4a� ��--�-\ I `�J , / INV.OUT..527.61, _ 5539"E48.14, / / CG-6 �� \ NOSE DOWNCL visibility from both ECs. -/�I B10F�TERB°N vlNy I I J I 0 30' I I I FX. FDGE OF PA MENT 6. Canopy is about same distance from 45 //''�-�EX�►jM� / \_-- / TMOjMIOUTFALL i III LOD Airport Rd. E OE s / I N EX. 20 SAN SEWERESMT S 70�35 °8 ��j / D M PROP. LIGHT 3597 R162-169 �i�� ---PROP. CONCRETE RE AININ WALL a POLES TYP 7. Crosswalk to public sidewalk along Airport /� ����� / / TOPPED WITH SCR NING ENCE R30' R60' C� I '` Road through drive -through. STORM INLET (TYP) / CG-6 (TYP) 3' R3' ► EX. RIGHT OF WAY � ' 1 I O `7 '' '/ TRANSITION R25' 5 8. No escape lane for the car wash. �, / � „ � DG-6SPILL CURB (TYP)` W CURB(TYP) R30' TMP.32-59 J O p YFAIRPORT PLAZA L �_ { D.B.4622 P.319 9. 47 parking spaces, 47 required � s ra°, � °' 1 °' 18 R3' ° _ D. B. 629 P.104 (PLA T) r > TMP. 32 -- - 59 _ = _ _ 0. 626 AC (SURVEY% 1 I N/F W/LLIAM SCOTT M L_, 17 � I O ZONED.• Cl COMMERCIAL / o TRLISTEE of rHE FAMIL ' UST of I I tl ®.; SENT USE. COMMERC ' ► I I o / R28' � R6• THE WILL/AMA. MARS ALL JR. I I ��° �� I 1 I a / REVOCABLE TR T - ° 16 1 ' 1 47 11 ie a D.9.4464 P.2� �� w O I I, _ I 1 1 Q D. B. 3192 P.26 I I > I a I 1 ult 1 URBCUT o 0,9,2117P.3/ ---i-- �- 15 NVA a ' I i 6 n O. B. 629 P. i0% 104 La , ° ° I 1 1 Q ` D.B.2284 Pat j '_ 9 O� O I O OO TO PROP. GREASETRA P=-, TMP.32-40 I O 5 M NUMENT / 24' HW.P.B. XIVPlS -l.9 i 14 S 1 I // l WILLIAM SCOI T MARSHALL, 1 8 - H. W. F. B. XlV P ZO SIGN / 1 TRUSTEE OF THE FAMIL Y TRUST - I , 1 BID TENTION IV 14' 0.3.16,59 566(PA l OL 4 1 OF THE WILLIAM A. MARShAL L o i 0 I e 1 r _a' I e M ✓R. REVOCABLE TRUST F TERA 667AC (SURiz , 13 I { / 1 ZONED• C/ COMME C ,1,_ I } PROP. D.B.4464 ..203 I I / I / 0 I } 9 --.� 0 1 4--/I'� /JSE. COMP D.B:350J'" 180-187PLAT) " 10' ❑O w '- 4 I �} LA SOAPING L' J I / GREASE TRAP , 12 I 1 D.S.3192 P.264 0 �� 14 I I O (SEES EET C8.1) D.B.27/7P.3/7 �I �� - - SHEETZST RE I �^ I. 1 D.S.2294 P.385 ` / I I 1 6,077 S I I O 1 1 N1VM301S'0N00 HWI BRXIV r7151-15B / 12 L _ ' ' - 11 I I C _ f 30ViJJ 1V'd02id ! 1 HWPB.X/V P.200 207 _ I I I\ _ FUEL CANOPY OT It 1 �T' ��r 1 41 ) 0.-R.715F..634(FLAT) ��� \ 4,867SF 15' - 10 I II cu/ ZONED Cl COMMERCIAL - _ ./� I I' o 4, -'I* _ I �� o PRESENT USE: COMMERCIAL PROP. GRASS PROP. AT -GRADE N , TT 1 >O CG-6 I 36' 36.5' HS LLO`9 / I O ° 0', TFALL / CONC. SIDEWALK 9 C ANNEL CAR WASH F_ 36.5' A 1 � 00 3mill {OlS Z133HS 6RAVF� / 1,024SF 6 �� I`� ZT ,c I I dVH13SV389 �/ I I EX. VDOT 064 9- ESMT �� , L_ I - L_ _ �_ 8 I� I 7d717t&SNN .�J -09NOZ d 38 �� SKETCH 1 =Rod #0649-002-1se / � �� � I - �- - - - 7b71JU3WWOJ lJ 03NOZ ~l \ '� ET I 3/t&PS) _7V z99'1 q 1 Ao ( 7995 6j'91'8Q f CI = �� ►o Updated 6/9/20 �I O o oczd 111,Y adMH la RSA s d Alx .e d M y ro I STORM STRUCT / I O R64' � �" 78zz'8'O � �ta�T, q` I O 1 1. fTYP)0/ l0/ d 6z9'9'G 1 �a9" STORM STRUCT 1. I ' R15' , T 79Zd 6/f B'G / I t�-48.7 LOD PROP. 10' L �p GAS ESMT / �• 1 ,, L. 1 ?OA3L14 R15 R4 R3.67' �' " 9T I 1 l Db1 / f ► / I WV/771M 3H1 g " 1 Sr)1 A 71NI7� 3v1 J0 3-q1 S/k11 / I / u o © LT 7W 1100S W r 177/M JIN 33 61 / l PROPANE ANH 1b I ► / / c O _ .O_Ef 4Story al Bl� I ► / R50' CG 6 9' -► , ®, � a® I I FVFNTFUEL -p�� / % I o c. 1 I R32.5' R2 DIMENSION NOTES: R I I I M PROP. ND I 1. RADIAL CURB DIMENSIONS TAKEN AT ' PROP. VDOT CG 12B FUEL . R3 ' i � bW- 5.2 \ / j .. __ O / �V=48.7 (2) WATER I _4 FACE OF CURB FLOWLINE. 9 {dl.J / � � 2. CURB RADII ARE 5' UNLESS OTHERWISE 1 19 20 21 22 23 24 25 26 27 28 29 3O 31 2 _ llldS 9 J METERS S- O - O O O Baf10 �' �� O DIMENSIONED. iign O _ ASPhOIt /M t J. -J \ 3F - - - - 10' ETBA H --r ..�'� i.. b'N 47 4"yoo lk Pole ' TMS T LEGEND o n HT OF WAY - -Q- - ` � -. TRUSTEEL OF THE FAMIL KT RUST J,- ` ) �+ �� THEW/LLIAM .MARSHALL JR. O/O PTAKDAGCOUNTSSIBLE 1 i TIE TO EX. SIDEWALK __ -WG �♦ • --. - ----- 72-7f ------ -- -- - - - - - - - - - - _--_ - ----- _ - - --- % 74�Ir/ REVOCA LE TRUST IV 55 39'57" W 126.99' TIE TO EX. SIDEWALK R30' R30 _ _� PROP. STAIRS - o D.B.4 04 P.203 STANDARD CG 6 LO D a D. B. 3192 17.264 EX. 5' PUBLIC S/DEWALIf PROP. ADA PEDESTRIAN ACCESS D.B. 17 R3/7 CG-6 SPILL CURB Woo --- -- ------ - - - - - - - - - - - - - D.S. 284 P. 395 RAMP TO EX. SIDEWALK N 55°0 "!N l7. F/' _ ow PROP. VDOT CG-12B -- HWPB.XIV F..151-158 CG-6 TRANSITION CURB EX. CO-7 FX. 5' 91KF LANE S T4 TE ROUTE 64 9 (,4 /RPOR T RD) HWPB. V P 20a -207 W I TRANSITION TO CG-7 _WIDTH 90' -H..16 9 5 ® ADA PATH AND LANDING I O ■ O A D. B. 629 . l0% l04 (PLAT) Q 0.06/ C (SURVEY) Q /'� 8,600 AD BMP SOIL MEDIA � p B. XlVPP.l5/-158 �; - "I'll, a Yni 395' - - - ZONED: S COMMERCIAL CONCRETE PRESENT SE.• COMMERCIAL JSITE PLAN 1" = 20': 0 20 40 W z J N F_ LLJ g LLI = z � cn z 0 LLI ~ ZD J O~ J0 LLJ Q LLJ J � Q W O z LLJ m Q EN j TH OF D7 0311612020 DANIEL C. HYER a Lc. No. I,5596. k__10NAL APPROVED DCH SUBMISSION NO. 1 PROJECT 1903600 T H E W 0 R K O F L I N E + G R A D E C4mO - Issues + Benefits. 1. Drive-thru queue & egress adjacent to EC 1. Building faces front of site/ECs. �. I 0 2. Drive-thru queue fails at full (no overflow 2. Canopy is behind building on Rt 29 side. N\ I stack area without blocking access drive). TMFTEMPORARY CONSTRUCTION �� n 2 -59B APPRO,Y' 5' WATERLINE EsrIT (AGOEEMENT) ,z N7F JOSEPH M EASEMENT AREA 3. Short side of canopy visible from EC. HOF /RG/N/A / D.B.4574676 _ D .d.698 P.335 AND D.B'644 PZ/3 s 3. All on -site pedestrian access to building TRANSP°RTAT/°N °.B.629P/°4 (P`Ar' 4 P.676 ZONED: Cl COMMERCIAL LOD 1 P.200-207 l PRESENT USE: COMMERCIAL / phal 1 crosses drive-thru lane 4. Dumpster Enclosure near back corner of P./5/-158 \ EX.SAN/My�l�► _�^'IMERC/AL "' TOP. 534.47 1 IN IN., 526. 02 /(/ AT) site. �NTION POND /NV. IN1525.72 R3`� lNV OUT 525 67 4. ADA parking remote and travel path has to EX DRIPLINE i E55� �/ cross drive-thru. 5. Drive-thru and car wash egresses o1oRA_o. =' separated. �x E . #O ,. P 5 N t t I 1 I 0 I I / TRANSITION TO CG-7 0 R50' I ► ,� I I PROP. ACCESS I EASEMENT R10, R6.5' �� I � / I / I e I 1 I I I I I o LOU" vquill ilull cus Omer par ing or a ' ; 2. - n I R60' / buildin /store/restrooms. 6. Direct pedestrian access from Airport Rd E of j5 �I sidewalk to the building. \ SSI�� 6. Canopy is close to same distance from " . �� _ Airport Rd • = INV. IN' Ex. SON r TRANSITION TO CG-7 TOPo 537 527 80 (LAT) • I I 1 x INV /N., 527.75 __�'-� INV. OUT 527 65 55 39' E 46 /4 ' / CG-6 // / T BIORETENTION NOSE DOWN i UI� 7. Site layout is not functional. Store PV/ FILTERB I 1 I J ( O t v EX. EDGE OF �NENT employees do not have direct line of sight GEMEaG� \aw % sI' i LOD to the canopy. ,,__EX j / / SAP) OUTFACE q) E ZZ7.G5' I� rX 20 SAN SEWcRESI"T S /Ci'O8 --�' / / DUM G " /� n "',/ PROP. LIGHT 8. USTs will be located in an aisle 5s7PI62-168 -'" / �PROP.CONCRETERET NNGWA L J �. R3 L \ % OLEi(TYP)I 3 LOD /��- TOPPED WITH SCREE G FEN E 9. Car wash orientation - no change. STORM INLET (TYP) / R3' R& 4 EX ,RIGHT OF WAY ------� � cG-6(TYP) R25' 10. 31 parking spaces 47 required. CG-6SPILL CURB (TYP) W TRANSITION LA. �7vrrl- _ 5 ���' CURB (TYP) _ ��, I I. -!� tl R30' N7FAIRPORT / ;� TO o60.I5 it / G, tl I R3' O. D., 4 P2IOF pL T 1 1 1 INV. IN' 542.45 (� - - - I' 1 INV. OUT: 542.25 �. l� I w f'v'. o"a. = - - - - 0.62E AC R51.5', V/F WILLIAM SCOTT M" w ® - - - I ZONED- Cl I j o ;?LISTEE of ThE FAMIL Y i RUST _' 1> tl I 1 \ I / R28' 4161 THEW/LL/AMA. MA )R. P O 1 I 1 N 1 - �► 10 ��, ■� J I 0 / QN REVOCABLE TRUST ti '. I 1 I tee D.B.4464 P.203 Un D. B. 3192 P.264 > I I 1 I 1 1 / URB CUT vo _ 0.9.2117 F..3/7 1 B. 629 P. /0/ 104(0LA T) J I , GREASETRACG-6 SPILL CURB (TYP) D.B.2284 P.385 FUELING PROP. PI TMP.32-40 1 45 1 24' � W.P.B. XlV P. l5/ -158 � I p ACE (TYP) I MONUMENT / 1 WILL IAMSCOTTMARSHALL, 0 1 HW..P.B. X1VP.200-207 d,-,= r I, -� SIGN / 1 TRUSTEE OF THE FAMIL Y TRUST 1 1 OF THE WILLIAM A. MARShAL L o 1 BIORETENTION 14' D.B.1639 566(P AT) 1 FILTER A 0 0 667AC (SURvEY) ✓R. REVOCABLE TRUST ❑ Q t» � , 'ONEn• Cl COMMERCIAL � v 1 L"F - PROP. o D.B-4464 P.203 0 0 I - tiE COMMERCIAL -- 'I - �® 4 NDSCAPING / 1 a- `�%'i I iP7! I 1 t D.B:350J P 190-187(PLAT) 10' ❑O I I n � _� � � � � GREASE I RAP I ° � ,vE�,4MlL Y TRU� 6H (SE SHEET C8.1) / 1 D.S.3/92 P.264 0 �� 14' . FUEL CANOPY I G• II V A. MARSHALL JR. Vitt 0.29.2717P.J17 �I �� - I - SHEETZSTORE I t 1 1 4 lbo D.S.2294 R385 / I I I .` 0 1 I 6,077 SF J867 SF I I LA9LE TRUST / *i1ne tl I FUEL NOPY 14 64 P.203 HWPB. X/V P.200-207 _ - 1 _ _ - r I > I L 3192 P.264 0.-R.715F..634(FLAT) ��♦ I/� c I I36.5'. i f 4• SF 1 FY07PO4/(PLAr) , 1 ZONED Cl COMMERCIAL _ _ r� I t 385 PRESENT USE: COMMERCIAL - - I 1 - / P. / 58 zo I c PROP. GRASS AT GRADE 01 r 1 CG-6 UTFALL / I CONC.SIDEWALK 1 IL _ - ^ 36'�w 5 ® "� P.2 207 mQ� 1 C ANNEL CAR WASH r 1 L 1 , 566(PLAr) VF , 1 GRa � , I - (SURVEY% � l I 1 1,024 SF J o I uooT DRAIN ESMr „� L I� "i i _ � � - -'_'U 1 d OMMERCIAL 3 I �. ;.. #0649- 02-1 8 - R R GREASE TRAP 0 MERCIA[. 'ROJ s k d " g i J I a 1 o ST_ 0 MST UC U I SHEETZ STORE ( I _ 6,077 SF 1 R64' ❑ I O O O o L ! I L ORM STRUCTURE 3, tat Q Z JJ 1 L 1 �..15' . h i nag* LOD I PROP. 10, a IVAN I o. p. SKETCH 2 �_. GAS ESMT R15' r 10, I PROP. T- RADE Q ; ow 48 /R15' R4' R3.67' ♦- 3 6 L I_- - - _ CONC. IDWAL I 3t I 1 r / Updated 6/9/20 1 3 I I�ii I 33 T PROPANE rANH 1 / N W a - > b / _ 1 /. 1 / / m� - 1rr «I&� II R50' CG-6 9' '- DIMENSION NOTES: It79t - I R32.5' R2' I I VEN PAD / �c I1 �� RZ 1. RADIAL CURB DIMENSIONS TAKEN AT 1 I I I ® ROP.UNDER ROUND ® i 1 I t PRO VDOTCG-12 FUELT KS R30' --�" b� 45.2 / OWLINE. (2) WATER 1 it 1' FACE OF CURB FL O O O O O T ® p 6 '-� 2. 5 UNLESSOTHERWISE J - METERS � � �ZS., 19 20 21 22 23 24 26 27 28 29 30 31' 32 ;_ ," 2 DIMENSIONED. CURB RADII ARE ' If � � o. i ; > � ;' � s�gno� o TMP.3 -39A Asphott 35' 10 SETBACK LINE - _ _ - - - - - - - -" NLF WILL IAM S OTT MARSHALL, • /M WM J.- � H--------- '------- _ - ° I b� 474I`yoo f`;; Pofe. � LEGEND: o n , I - - - - - - - - - ✓GHT OF WAY ® TRUSTEE OF THE FAMIL ), TRUST CF 1 O/O STANDARD/ACCESSIBLE TIE TO EX. SIDEWALK ) - THE WILL MARSHALL JR. w REVOCA LE TRUST PARKING COUNTS TIE TO IX. SIDEWALK R30' T PROP. STAIRS IV e o D.B.4 04 P.203 STANDARD CG-6 55 39'57" W I26.99' d R30' _ LOD - a D.3.3/92 R264 M1:. - EX. 5' PD.B.47/7P.3/7 CG-6 SPILL CURB UBL IC S/DEWALIf PROP. ADA PEDESTRIAN ACCESS 0 V -- ----__ _-__- - - - -' RAMP TO EX. SIDEWALK_ ow HWPB.XI�TSIBl58 ® CG-6TRANSITION CURB I PROP. VDOT CG-126 EX cc 7 Ex. 5' B l(E LANE S TQ TE ROUTE 64 9 (4 /RPOR T RD) r o HWPB. V P 200 -207 W I TRANSITION TO CG-7 - -�.H. /6 9 5 ® ADA PATH AND LANDING Q . .pywr600 D.B. 629 ./0/, I04(LAT) r 0.06/ C SURVY)P BMP SOIL MEDIA XVPl- i I.AI P 11 rnI 395' ZONED: / COMMERCIAL (� PRESENT SE COMMERCIAL CONCRETE \4 CSITE PLAN 1" = 20': 0 20 40 W Z 0 UJ W W Z t9 Z W U LU i N LI.J Q z = z� cn _J > z Q LIJ ~ J J o W Q W Q v/ O z W 0- m J or Q EO TH OF 1,7�� O 0317612020 DANIEL C. HYER Lc. No. 45596 A ' `gLONAI. �Nd` APPROVED DCH SUBMISSION NC 1 PROJECT 1903600 T H E W 0 R K O F L I N E + G R A D E C4mO = Issues + Benefits 1. Canopy in front of building from Rt 29 1. "Customer oriented" building elevations perspective. Reduced square footage of oriented to both ECs. Entrance feature gas canopy by 400 s.f.. Reduced number (tower) is functional and face the corner. of fueling dispensers from 8 to 6 to further reduce the scale of the gas canopy. 2. Drive-thru queue generally behind the building, not adjacent to ECs. TMP32 2. Dumpster enclosure along interior lot line TEOFT7 but still in view from EC. Added retaining 3. "Short side" of canopy closest to and faces 8.XSVI wall to reduce the overall height and allow the more sensitive EC/Airport Rd. D: Cl Cl: C/ C C for some terraced landscaping for USE DE Brick Dumpster I RED ADM C0.DR 1D MAICN PANiDNE ,e, \ Enclosure ' JI � I I „a CORNICE Landscaping / o / I o � I Retaining Wall _ j I - - EMER"°`° Landscaping f TEMPORARY CONSTRUCTION R50' 5TORE 51DE ♦/ 1 OH EASEMENT AREA 676 9 / I B.629 P.104 (1LAT% - PROP. ACCESS R10' o UED:OD ClC/ COMMERCIAL I EASEMENT 9NT USE: COMM64C1AL / -� EX SAN/MN ` 1 TOP., 514.17 ; R6.5' IN IN: 526. 02 /(L AT) INV. IN1525.72 R3 i/ 1 c c �/ 5N1 OU% 52567 �N / I O� 1 screening and to break up the mass. 4. Dumpster Enclosure can be screened with : X. °R'PL'", ESM landscaping. dulmand s eshift \\ �. \, vo�1oRAl,�����' DARK DRC M ACM CAP nARsuAu DECAL 3. Canopy is close to same distance from enclosure to x EPA'., - S-- View from Airport Rd. Airport Rd. 5. Drive-thru and car wash can share escape provide more lanes reducing im screening o landscape - \ , - E j5o. R6D' pervious areas. -- t a \. 1 4. No practical option to rotate car wash. area --- s (Option for site -built shown.) The west 6. Large landscape area at Rt 29 frontage EX. SAN Mb ,, �� I TRANSITION TOCG-7 elevation will be screened with reserved. TOP. AT) r� INV, l 1527 80 2 .75 j'' V /-.52765 5485539"E 46 /4' / CG-6 �'�� 1 landscaping. Windows facing east creates "� ��T 52765 / , BIORETENTION.�� v, \ NOSE DOWN CURB i more of an attractive view from the site. 7. ADA parking at building. SP���WP�-✓`-� FILTERS I �� ` J EX. FOGEOF ENT p g g `NG EMERGE ���� O / 30 1 I LOD EX�S / STORM OUTFALL 1 4 5. USTs remain along Airport Rd side. (Vents 8. Canopy mass and number of pumps --- - --- (TYP) can be screened w/ landscaping) reduced. / s 2 MU PROP. LIGHT p g) OA9 fl3T29MUd, 4 ---PROP. CONCRETE RETAINING WALL ❑ POLES(TYP) LOD --�- 5 TOPPED WITH SCREENING FENCE i `� R30' R60' 1 +, 1 6. 47 parking spaces, 47 required. --�- --� STORM INLET (TYP) / 9G-6 (TYPj N R3 R3' , EX. RIGHT OF WAY O CG-6 SPILL CURB (TYP) ftft W ' CG-6 TRANSITION i I CURB (TYP) R30' TMP.32-3d J_� �� I I, 0) N/FAIRPORT PLAZA L �_ _ a TaP 560. rs / o. R3' ' ` D. B. 4622 P. 319 1 �1 ° INV. IN' 542.45 . 2 ,� 18 1 D. B. 629 /'. 104 (PLAT) 1 1 INV. OUT, 542.25 ,,R', + : i j 32 -59 - i - - - 0.626 AC (SURVEY% , 51.5' N/F WILLIAM SCOTT MA AL E 1 ZONFD.- Cl COMMERCIALco 1 N \ I / G TRUSTEE of ThE FA MIL Y TRUST of 17 21 reduced 1 I I O RESENT USE COMMERC ' ► j N R28' Q i" THE W,'LL/AMA. MARSHALL JR. island I Q ��° ' °�� I ® ; I G 1 1 REVOCABLE TRUST 16 spacing I 1 1 47 ❑ 11 me 1 R39 5: D.9.4464 P.203 ' I I 6 D. 9.3192 P.264 I I 1 I I en /CURB CUT RRZ _ _ 0.9.2117P317 �° 15 1 �- Pumps reduced 1 D.9.629 P.101, 104(PLAT) from $ t0 6 GREASE TRAP _ 1 0 D.B.2284 P.385 J FUELING I PROP. 1 /MF-52-40 1 I 45 MONUMENT 1 24' N.W.P.B. XlV P.15/-158 14 SPACE (TYP) 1 1 / l �� q WILLIAM SCOI T MARSHALL, Car Wash may 1 I - - I' H. W /0.B. X1V P.200 -207 1 _ _ - -T - _ ._.... I SIGN / 1 �V TRUSTEE OF THE /AMIL Y TRUST be changed 1 I BIORETENTION / 14', `® I y, D.B.16,59 566(PLAT) J OF THE WILLIAM A. MARShAL L o 1 FILTER A 667 AC (SURREY) �' 13 I 1 I O v ✓R. RE vocASLE rRUsr from modular I � 1 I Do o I '- ,. O , 1 � / I m 0.3.4464 P.203 to site -built for o J ; 10 ?P/E70- Cl �E.OMMERCIALCOMMERC/AL I .,.;;tI PROP. I o O D. B: 3503 '' IB0-187(PLA r) I 10, O I I I O I t c more options to GREASE TRAP 12 43 LANDSCAPING D.R,5192 P.264 ° �� 14, I I 1 (SEE SHEET C8.1) 1/ T � �In. D.B.27/7P.3/7 customize the � �� 1 -1 0 SHEETZSTORE i 1 I i -- _ „ I II bt 0.5.2294 R385 elevations I Can't s er nth O 6,077 SF I I 1 O / *line f tel Wt t 42 ��& rm HWPB.X'V ft 151-159 I I dumpster I QO I L T 11 I FU 8IPY I / 1 t 1 enclosure t m HW09.XI'VP.200-207 I the EC here & LOD 0.-R.715 F..634(FLAT) harder to coNol '- 15' - 10 I 1 �4�!J 1 ZONED: Cl COMMERCIAL I � 1 I I z PRESENT USE: COMMERCIAL I ClfUlatlOn �-- 1' I 18 PROP, C� PROP. AT -GRADE I �e CG-6 OU 5 CONC. SIDEWALK 1 9 36' 36.5' 32' O m�// 1 °o ° One CH EL ^ R WASH ��i' I ^ I �� 1 39 4 GRa NEVI " ,024SF ,Ce VDOTOl7A/N ESMT DUMPSTER PAD I +� 'I I _ _ J I PROD #0649-002-I59 e I 1 / l -,. _ I I o, 1 37 / /1 a 1 ■ ■ Revisions R64' 4 / STORM STRUCTURE 36 ..a• ..::� 12' I O O O O �O I (TYP) g, /� yr VAN to rig i na I� -r Ico LOD PROP. 10' R15' � = r 10' � n ❑ 1 I I 1 / 1 ,w-4 5 GAS ESMT /R15' R4' R3.67' ♦� m I 34 Boc M II�w; III --- Updated 6/9/20 PROPANE rANH 1 N w C I V I T 33 / / 1 /. r 1 n M t_J N . j) IJ 1 ory 61 Id1&ft 1 R50' CG6 9' -► r °1, I FUEL TANK / .moo It791 I , R32.5' �� R2' R2 I O �' ^ rl i VENT PAD DIMENSION NOTES. 1 I I I I m PROP. UNDERGROUND ® ° ° / -�� -487 i 1. RADIAL CURB DIMENSIONS TAKEN AT /I' I PROP. VDOTCG-12B FUEL TANKS - -i- bW= 11 (2) WATER R30' 45.2 FACE OF CURB/FLOWLINE. METERS �ZS, 19 20 21 22 23 24 25 26 27 28 29 30 31 32 I^ a ° Ei �� 2. CURB RADII ARE 5' UNLESS OTHERWISE 1 � � ° DIMENSIONED. signal p TMP.3 - 59A P - - - - -r-11 / tax 48.7 traffic PafeAsphalt II 35' 10'SETBACK LINE _ - 474 NLF WILLIAM S OTT MASALL. �-� ,.,bJ+ youll LEGEND: EX RIGHT OF W4 Y ) i • ) -, _ .� �- . TRUSTEE OF THEFMARSHAL 1R. > O/O STANDARD/ACCESSIBLE 1 1 TIE TO EX. SIDEWALK -- THE WILLIAM. .MARSHALL JR. wv -- • _ - �_-__ --- 74"�7/7.�l REVOCA LE TRUST PARKING COUNTS R30' ?`''T PROP. STAIRS D.B.4 04 P.203 STANDARD CG-6 N 55 39'S7" W /26.99' TIE TO EX. SIDEWALK R30 LOD Wawa Sheetz Submittal Sheetz Alternate EX. 5' PUBLIC SIDEWALIf PROP. ADA PEDESTRIAN ACCESS J `' N 55°02'36" W i7. // Acreage 1.52 2.35 2.35 -- - ------ �----- ---- ---' RAMP TO EX. SIDEWALK ROUTE 6/ 9 (4/RPORT RD) Store SF 6,049 6,077 6,077 APPROX. ROW WIDTH' 90' Gas Pumps 6 8 6 8,600ADT Airport Rodu Gas Canopy (Square Feet) 4,290 4,867 4,464 H.W.P.B. XIVPP.15/-158 (4l I P a YIy PP ap�� 2a7 395' Gas Canopy Width (Feet) 55.00 36.50 31.83 - _ - Gas Canopy Length (Feet) 78.00 133.33 140.25 Gas Canopy Max Height (Feet) 21' 7 3/8" 21' 3 1/4" Parking Spaces 47 47 45-47 Gas Canopy to US29 r/w (Feet) 38-52 1 66-103 68-105 `DARK 6RMZE ACM COLOR i0 MATCH PAWCJE 4°.0 5TREET 51DE U W z J N I- LLJ g = z < cn > z Ll.l ~ ZD J O(O J0 LIJ Q LU LU H 5 0 Z W O/�_ m LL Q EN j TH OF Df 0311612020 DANIEL C. HYEP a Lc. No. /,5596. V"y10NAL pr- APPROVED DCH SUBMISSION NO. 1 PROJECT 1903600 T H E W 0 R K O F L I N E + G R A D E C4m0 SIDE 'A' STREET SIDE ELEVATION View from Rt. 29