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HomeMy WebLinkAboutARB202000073 Staff Report 2020-09-24ARCHITECTURAL REVIEW BOARD STAFF REPORT Project #/Name ARB-2020-73: 2415 Ivy Road Final Site Plan Review Review Type Final Site Development Plan Review/Comprehensive Sign Review Parcel Identification 060000000025AO Location 2415 Ivy Road near the intersection of Canterbury Road (Figure 1) Zoned Commercial (C1)/Entrance Corridor (EC)/Airport Impact Area (AIA)/Steep Slopes - Managed Owner/Applicant JPA Tower Investors, LLC/Clark Gathright Magisterial District Samuel Miller Proposal To renovate 10,000 sf of the street -facing end of the existing commercial building for retail use. Context 2415 Ivy Road is part of a small group of buildings (including 2405, 2409 and 2411) originally constructed as a John Deere dealership. This portion of Ivy Road is a mixture of commercial and residential uses. A golf course is to the southwest. The commercial buildings in the vicinity are one and two stories tall. Visibility The south, east and west sides of the building are clearly visible from the EC (Ivy Road). The building is 68' from the right-of-way and 82' from the curb. 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 HISTORY The existing buildings on the site were built in 1950, prior to the creation of the Entrance Corridor (EC) overlay district, as a John Deere dealership. The ARB has reviewed a number of sign applications for this property since 1990. The ARB approved the initial site plan on January 21, 2020, provided comments on the building permit plan on May 11, 2020, and approved the final site plan on August 3, 2020 with a condition that the color, material, and/or size of the sign screen be reconsidered for greater coordination with the building, with changes presented as an "other business" item at an upcoming meeting. As a multi -tenant building, the ARB must act on the proposed Comprehensive Sign Plan (CSP). The review of the CSP is included in this report. ANALYSIS REF GUIDELINE ACTIONS 8/3/2020 ISSUES 9/21/20 RECOMMENDATIONS 9/21/20 Structure design t The goal of the regulation of the design of Reconsider the color, material and/or size The sign screen design has been revised. The single long None. development within the designated Entrance of the sign screen for greater coordination screen that was previously proposed has been divided Corridors is to ensure that new development with the building form, with changes to be into multiple screens, with each screen extending to within the corridors reflects the traditional presented as an "other business" item in a adjacent pilasters. The screens are unpainted/painted a architecture of the area. Therefore, it is the future meeting. darker color. The pilasters are now topped with a stone purpose of ARB review and of these cap and are visible above the sign screens. These Guidelines, that proposed development changes allow the brick building to read as the primary within the designated Entrance Corridors architectural element, which is appropriate. (Fig. 2 and reflect elements of design characteristic of 3). On the south end of the fagade and along the east the significant historical landmarks, elevation the wood screen has been removed from the buildings, and structures of the design. This revision allows for the brick to have a Charlottesville and Albemarle area, and to greater presence when viewed from the EC, and promote orderly and attractive development provides for a more coordinated appearance overall. within these corridors. Applicants should (Fig. 4) note that replication of historic structures is neither required nor desired. The south end of fagade has also been revised to show a traditional storefront in place of the sliding glass bay 2 Visitors to the significant historical sites in the Charlottesville and Albemarle area door originally proposed. The revision is minimal in experience these sites as ensembles of nature and has little impact on the overall design (Fig. 2 buildings, land, and vegetation. In order to and 3). accomplish the integration of buildings, land, and vegetation characteristic of these sites, the Guidelines require attention to four primary factors: compatibility with significant historic sites in the area; the character of the Entrance Corridor, site development and layout; and landscaping. 3 New structures and substantial additions to existing structures should respect the traditions of the architecture of historically significant buildings in the Charlottesville and Albemarle area. Photographs of historic buildings in the area, as well as drawings of architectural features, which provide important examples of this tradition are contained in Appendix A. 4 The examples contained in Appendix A should be used as a guide for building design: the standard of compatibility with the area's historic structures is not intended to impose a rigid design solution for new development. Replication of the design of the important historic sites in the area is neither intended nor desired. The Guideline's standard of compatibility can be met through building scale, materials, and forms which may be embodied in architecture which is contemporary as well as traditional. The Guidelines allow individuality in design to accommodate varying tastes as well as special functional requirements. 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 carefi l balance between harmonizing new development with the existing character of the corridor and achieving compatibility with the significant historic sites in the area. 9 Building forms and features, including roofs, windows, doors, materials, colors and textures should be compatible with the forms and features of the significant historic 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. I The overall design of buildings should have human scale. Scale should be integral to the building and site design. 13 Any appearance of"blankness" resulting from building design should be relieved usin desi n detail or vegetation, or both. 14 Arcades, colonnades, or other architectural connecting devices should be used to unify ou s of buildin s within a development. 15 Trademark buildings and related features should be modified to meet the re uirements of the Guidelines. 16 Window glass in the Entrance Corridors Revise the window glass note to clarify The notes indicate that clear glass is proposed for the None. should not be highly tinted or highly that the window glass will be clear, on- window and garage glass. reflective. Window glass in the Entrance tinted. Corridors should meet the following criteria: Visible light transmittance (VLT) Consider clear glass for the garage doors. shall not drop below 40%. Visible light reflectance (VLR) shall not exceed 30%. Specifications on the proposed window glass should be submitted with the a lication or naI review. Accessory structures and equipment 17 Accessory structures and equipment should Revise the rooftop equipment screen The plans have been revised to indicate that the Provide details on the gas meter enclosure be integrated into the overall plan of lengths and locations to support the maximum height of the proposed roof -mounted (material and color) to ensure coordination, development and shall, to the extent building design while screening all equipment will be 3'. The proposed 5' screens will possible, be compatible with the building possible equipment locations. adequately screen the mechanical equipment. The designs used on the site. mechanical equipment screen design has been revised. Show the locations of the proposed gas Two screens of equal length and color matching the sign meter and water utility box, and ensure screens are symmetrically located in line with storefront that they are not visible from the EC. bays (as viewed in elevation). This is expected to create an appropriate appearance. An existing gas meter is shown near the southeast comer of the building. The gas meter is proposed to be screened by a 4' enclosure to match the sign and mechanical screens. However, it is unclear if the enclosure will have a coordinated appearance with the 18 The following should be located to eliminate visibility from the Entrance Corridor street. other proposed changes along the fagade. If, after appropriate siting, these features will still have a negative visual impact on the Entrance Corridor street, screening should be provided to eliminate visibility. a. Loading 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 securi fencing devices. 19 Screening devices should be compatible with the design of the buildings and surrounding natural vegetation and may consist of: a. Walls, b. Plantings, and c. Fencing. 21 The following note should be added to the site plan and the architectural plan: "Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated." 20 Surface runoff structures and detention None. This is an existing development. Very little of the None. ponds should be designed to fit into the natural drainage pattern remains. The impacts to natural topography to avoid the need for drainage are limited to the southwest corner of the site, screening. When visible from the Entrance and along the west side of the building, where Corridor street, these features must be fully accessways are proposed. No detention ponds are irate ted into the landscape. They should proposed and only one new surface runoff structure is not have the appearance of engineered shown at the front of the building in the proposed features. parking area. Negative visual impacts are not expected. 44 Natural drainage patterns (or to the extent required, new drainage patterns) should be incorporated into the finished site to the extent possible. Lighting 22 Light should be contained on the site and Revise the lighting plan to specify fixtures The lighting plan has been revised to specify fixtures None. not spill over onto adjacent properties or with a warn white light. with a warm white light. The cutsheet information streets; provided for the pole lights does not indicate color Revise the lighting plan to specify the temperature but a note has been provided on the plan color of the wall mounted fixtures under the canopy and the gooseneck sign that indicates all lighting proposed shall a warm white light and emit less than 3000 lumens. 23 Light should be shielded, recessed or flush- mounted to eliminate glare. All fixtures fixtures. with lamps emitting 3000 lumens or more The site plan has been revised to include manufacturer's must be full cutoff fixtures. Revise the site plan to include manufacturer's specifications for all specifications for all proposed fixtures which meet County Ordinance. 24 Light levels exceeding 30 footcandles are not appropriate for display lots in the proposed fixtures. Show that fixtures that Entrance Corridors. Lower light levels will emit 3,000 lumens or more are full cutoff The colors for the proposed building fixtures have been apply to most other uses in the Entrance styles. indicated as bronze. Corridors. 25 Light should have the appearance of white light with a warm soft glow, however, a consistent appearance throughout a site or development is required. Consequently, if existing lamps that emit non -white light are to remain, new lamps may be required to match them. 26 Dark brown, dark bronze, or black are appropriate colors for free-standing pole mounted light fixtures in the Entrance Corridors. 27 The height and scale of freestanding, pole - mounted light fixtures should be compatible with the height and scale of the buildings and the sites they are illuminating, and with the use of the site. Typically, the height of freestanding pole -mounted light fixtures in 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. 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. 29 The following note should be included on the lighting plan: "Each outdoor luminaire equipped with a lamp that emits 3,000 or more initial lumens shall be a full cutoff luminaire and shall be arranged or shielded to reflect light away from adjoining residential districts and away from adjacent roads. The spillover of lighting from luminaires onto public roads and property in residential or rural areas zoning districts shall not exceed one half footcandle." 30-31 Guidelines for the Use of Decorative None. No decorative lighting has been proposed. None. Landscape Lighting Landscaping 7 The requirements of the Guidelines Revise the plan to show utility easements The plan has been revised to show utility easements. A Revise the plans to remove the references to regarding landscaping are intended to and ensure that there are no conflicts sanitary sewer easement runs along the west side of the the stone wall currently included on the reflect the landscaping characteristic of between the utilities and the proposed property. Two required travelway trees cannot be Cover Sheet and the Grading and Drainage many of the area's significant historic sites landscaping. planted in the easement. Shrubs are proposed nearby. Plan. which is characterized by large shade trees and lawns. Landscaping should promote The 3' high decorative stone wall originally proposed visual order within the Entrance Corridor Revise the plans to provide consistent has been removed from the proposal. However, notes and help to integrate buildings into the reference to the stone wall. Consider remain on the Cover Sheet and the Grading and existin environment of the corridor. revising the proposal to include the stone wall along the frontage. Provide a wall Drainage Plan that mention a proposed stone wall adjacent to Ivy Rd. 8 Continuity within the Entrance Corridor should be obtained by planting different detail and a material sample if the wall is types of plant materials that share similar proposed. characteristics. Such common elements allow for more flexibility in the design of structures because common landscape 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% 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: Provide two additional large shade trees, The landscape plan has been revised to show an existing Revise the landscape plan to remove the a. Large trees should be planted parallel to 2%2" caliper at planting, spaced 40 feet on sewer easement in the planting area along the west side Holly tree that is in the sanitary easement. all interior roads. Such trees should beat center, along the west side of the of the accessway. Trees cannot be planted in the least 2'/z inches caliper (measured six inches accessway. easement, but a Nellie Stevens Hotly is shown there. above the ground) and should be of a plant Shrubs are proposed nearby. species common to the area. Such trees should be located at least every 40 feet on center. 34 Landscaping along interior pedestrian ways: None. 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. Revise the landscape schedule to indicate the caliper at planting for the cherry trees. The landscape plan has been revised to indicate P caliper at planting for the Yoshino Cherry trees. The cherry trees are proposed as interspersed ornamentals and close to the building so the P caliper size at planting is appropriate. 36 Landscaping of buildings and other structures: a. Trees or other vegetation should be planted along the front of long buildings as necessary to soften the appearance of exterior walls. The spacing, size, and type of such trees or vegetation should be determined by the length, height, and blankness of such walls. b. Shrubs should be used to integrate the site, buildings, and other structures; dumpsters, accessory buildings and structures; "drive thin" windows; service areas; and signs. Shrubs should measure at least 24 inches in height. 35 Landscaping of parking areas: Revise the landscape plan to reduce the The landscape plan has been revised to reduce the None. a. Large trees should align the perimeter of spacing of the western perimeter parking spacing of the parking trees to 40' on center. parking areas, located 40 feet on center. trees to 40' on center. Trees should be planted in the interior of parking areas at the rate of one tree for every 10 parking spaces provided and should be evenly distributed throughout the interior of the parking area. b. Trees required by the preceding paragraph should measure 2%2 inches caliper (measured six inches above the ground); should be evenly spaced; and should be of a species common to the area. Such trees should be planted in planters or medians 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 p ing area's impact on IL Entrance Corridor streets. Shrubs should measure 24 inches in height. 37 Plant species: a. Plant species required None. The proposed plant species are appropriate. 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 None. The note is provided on the site plan. None. added to the landscape plan: "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 theplant." Development pattern and site grading 6 Site development should be sensitive to the None. This is an existing development and very little natural None. existing natural landscape and should landscape remains on the site. With the exception of the contribute to the creation of an organized managed steep slopes on the west side of the parcel, development plan. This may be which will not be impacted by the proposed layout, the accomplished, to the extent practical, by site is very flat. preserving the trees and rolling terrain typical of the area; planting new trees along There are three large existing deciduous trees between streets and pedestrian ways and choosing the EC and the building, one of which is to remain. species that reflect native forest elements; There are also existing evergreen trees and shrubs along insuring that any grading will blend into the the front of the building (Figure 2). surrounding topography thereby creating a continuous landscape; preserving, to the The existing building is parallel to Ivy Road. extent practical, existing significant river A potential vehicle connection is proposed to the west. and stream valleys which may be located on the site and integrating these features into There is an existing paved walkway along Ivy Road that the design of surrounding development; and will remain. limiting the building mass and height to a scale that does not overpower the natural No retaining walls are proposed. settings of the site, or the Entrance Corridor. 39 The relationship of buildings and other structures to the Entrance Corridor street and to other development within the corridor should be as follows: a. An organized pattern of roads, service lanes, bike paths, and pedestrian walks should guide the layout of the site. b. In general, buildings fronting the Entrance Corridor street should be parallel to the street. Building groupings should be arranged to parallel the Entrance Corridor street. c. Provisions should be made for connections to adjacent pedestrian and vehicular circulation systems. d. Open spaces should be tied into surrounding areas to provide continuity within the Entrance Corridor. e. If significant natural features exist on the site (including creek valleys, steep slopes, significant trees or rock outcroppings), to the extent practical, then such natural features should be reflected in the site layout. If the provisions of Section 32.5.6.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. 40 Site grading should maintain the basic 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 enerail unacceptable. Proposed 12 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. Tree protection fencing for preserved trees is shown on None. occur within the drip line of any trees or other both the grading and landscape plans. existing features designated for preservation in the final Certificate of Appropriateness. A conservation checklist has been provided in the site Adequate tree protection fencing should be plan. shown on, and coordinated throughout, the grading, landscaping and erosion and Existing trees previously shown to remain along the sediment control plaps. west side of the building are now proposed to be removed. 42 Areas designated for preservation in the final Certificate of Appropriateness should be clearly delineated and protected on the site prior to any grading activity on the site. This protection should remain in place until completion of the development of the site. 43 Preservation areas should be protected from storage or movement of heavy equipment within this area. Signs A comprehensive sign plan is required for A Comprehensive Sign Plan has been submitted. See comments on the Comprehensive Sign multi -tenant buildings. Approval of a Plan below. comprehensive sign plan is required prior to final ARB approval of this application. Revise the site plan to include manufacturer's specifications for the gooseneck fixtures. Show that they emit less than 3,000 lumens or revise them to fixtures that are full cutoff. I Create a consistent and unified design approach along the Entrance Corridors. The This Comprehensive Sign Plan (CSP) proposes to See recommendations below. placement, size, illumination and colors of signs can create unity along the corridor, or achieve consistency through limiting the number of they can create a disjointed, visually competitive environment. Consistent and unified sign colors and maintaining simplicity. However, there are 13 design allows the businesses located along the Corridor to have equal standing in visibility. some issues with the placement and illumination It also provides a pattern of sign placement that makes the business locations and entrances proposed for wall signage that detracts from a unified more easily recognizable to both vehicular and pedestrian traffic. design. 2 Establish simplicity and reserve as preferred characteristics for sign design in these areas. This reflects the historic character of the area and enhances the aesthetic qualities The use of wood screens behind the signage, which is of the Corridor. To this end, the overall design of a sign will be evaluated concurrently not typical for ECs, is a creative design element that is with that of the building on which it will be installed. The design of a building's walls, also in Line with EC Guidelines. window locations, parapets and other architectural features will influence the Board's evaluation of appropriate signage. Likewise, a freestanding sign is evaluated in the context of the overall development in which it will be placed. Because each site is composed of a variety of elements that work together to create a unique character and appearance, ARB review of each sign proposal is guided by these sign guidelines within the context of the specific site for which the proposal is made. 3 Encourage creative design. The County encourages imaginative and innovative signs consistent with the purposes expressed above and in conformance with the regulations of the Albemarle County Code. 2,48 Freestanding Signs 4b Scale and Size: Signs located within the Entrance Corridor may not exceed the size, The overall sign height is proposed at 57'. This Reduce the overall sign area to not exceed height and setback requirements as outlined in Section 4.15 of the Albemarle County includes a F base and 47' aluminum cabinet that the maximum of 32 sf. Zoning Ordinance (unless the sign has received a variance). includes tenant panels. 12' is the maximum allowed height in this zoning district. The proposed sign area is 34.44 sf, which is exceeds the ordinance requirements of 32 sf. 4f Trademarks, corporate logos and graphics: The ARB may require that the color and No trademarks, corporate logos, or graphics are shown Please note that the ARB may require future scale of standard templates for trademarks, service marks, corporate logos and graphics in this sign proposal. They will be reviewed with tenants modify the color and scale of be modified. When used, trademarks, service marks, corporate logos and/or graphics individual sign permit applications. standard templates for trademarks, service should be incorporated as an integral part of the overall sign. marks, corporate logos and graphics. When used, trademarks, service marks, corporate logos and/or graphics should be incorporated as an integral part of the overall sign. 8a Monument signs are preferred to pole -mounted signs because they are often of a smaller A monument sign is proposed for the site. Consider revising the freestanding sign scale and can be more fully integrated into the overall development. Pole signs may be design to incorporate brick. considered for approval if existing site conditions rule out the ability to use a monument The material (aluminum) used in both the sign and the sign, and only when the pole is in proportion to the sign cabinet or panel. base are complementary and do not detract from the industrial character of the building. However, the 4c Materials: Materials used in both the sign and support structures should complement the building and/or multiple business center being served by the sign. addition of the primary material of the building (brick) into the sign design would further enhance the connection to the building. rb Materials used in both the sign and support structures should be complementary. They should also support the aesthetics of the budding and /or complex being served by the 14 sign, although a direct duplication is not necessary. It is preferred that the base material match one of the primary building materials unless the design of the sign represents itself as a freestanding element complementing the building. 4d Lettering and Typeface: Lettering should be in proportion to the sign and the building The sign proposal allows for unlimited typefaces. Due to None. for visual clarity and overall balance. Proportion of lettering includes font (size) and the limited number of tenant panels (4), unlimited typeface (style). The use of three typefaces or fewer is more appropriate for signs in the typefaces is not anticipated to have a negative impact on Entrance Corridor. Additional typefaces may be approved only if they contribute to a the sign design. balanced, legible, unified sign design. 4e Color: Colors must be harmonious with each other. Colors must not clash with other There are four colors proposed (Navy Blue, Tan, Dark None. elements on the site, both when viewed in daylight and at night, whether the signs are Bronze, and White). While the use of three colors or less externally or internally lit. Overly intense color, such as but not limited to dayglo or is recommended for the EC, the proposed colors fluorescent colors, are prohibited. contribute to a balanced appearance and do not clash The use of three colors or fewer is more appropriate for signs in the Entrance Corridor. With the overall site. Black and white are counted as colors. Additional colors may be approved if they There are no channel letters proposed in this sign contribute to a balanced and unified sign design. For raceway -mounted channel letters, raceways shall match the wall color. 8c The structure of a monument sign shall not overwhelm the sign. The structure and the The sign base has a low profile and does not visually None. sign that it supports must be in proportion to each other. overwhelm the sign that it supports. 8d Landscaping: Use ground cover, shrubs and/or trees to integrate freestanding signs into It appears that there are conflicts between the proposed Coordinate the proposed landscaping and the the overall landscape development of the site. Refer to the Albemarle County landscaping and the monument sign. location of the monument sign to ensure Recommended Plants List, which is included in the Albemarle County Architectural there are no conflicts. Review Board Desi n Guidelines and is available on-line at www.albemarle.org. 8e Lighting i. External illumination is prefierredforfteestanding signs. ii. External Illumination: Landscaping for monument and pole signs should be designed External illumination is proposed for the monument Coordinate the proposed landscaping and the to shield ground mounted lighting so that it is not visible from any adjacent property or sign; however; it appears that the lighting is not shielded external illumination so that the light right-of-way. from the EC. fixtures are shielded from view from the EC. iii. Internal illumination: Channel letters with translucent faces shall be constructed such that no light spills outward from the top, bottom, sides or back. If back -lit (halo -lit), the faces and returns of channel letters shall be opaque. iv. Cabinet signs shall have a non -illuminated background, or an opaque (zero light transmission) background. Cabinet signs shall be constructed such that no light spills outward from the top, bottom, sides or back. If outlines of letters are proposed, the width of the outline must be in proportion to the width of the letter. An outline width of 1/8" has been found to be an appropriate dimension for signs in the Entrance Corridors. 4,9 wall Signs 4a Placement: The design of a building's walls, window locations, parapets and other The sign proposal has not been updated to reflect the See recommendations in 10a. architectural features shall influence the Board's evaluation of appropriate signage. Wall revised design of the sign bands. 15 signs can help establish rhythm, scale and proportion across the fa ade of a building. The proposed sign plan allows for signage to be attached 9a Wall signs shall be integrated with the architecture of the building and the placement of such signs should not obscure architectural features or details, including but not limited to the wood sign bands or bottom -mounted to the to cornices, windows columns, pilasters and paneling- awnings. The latter sign location would contribute to an uncoordinated appearance on the site. 9d The size of a wall sign shall be coordinated with the size of the architectural element on which it is placed. The sign should not overcrowd the architectural element, the wall, or the sign area. Buildings and building elements should not be used as a billboard. For example, an appropriate height for channel letters in a 30" high sign band is 18". This allows 6" of unoccupied space above and below the letters. Generally, 4" of clear space above, below, and to the sides of a channel letter sign is considered a minimum, with larger clearances required for larger sign bands. The ARB will consider the degree of visibility, the distance from the Entrance Corridor, and the architectural design of the building and the sign area in its determination of appropriate sizes and placement. 4d Lettering and Typeface: Lettering should be in proportion to the sign and the building The sign proposal allows for unlimited typefaces. Due to None. for visual clarity and overall balance. Proportion of lettering includes font (size) and the limited number of tenants, this is not anticipated to typeface (style). The use of three typefaces or fewer is more appropriate for signs in the have a negative impact on the sign design or the Entrance Corridor. Additional typefaces may be approved only if they contribute to a building. balanced, legible, unified sign design. 4e Color: Colors must be harmonious with each other. Colors must not clash with other The sign proposal allows for a maximum of two colors See recommendations in 9b. elements on the site, both when viewed in daylight and at night, whether the signs are (White, Navy) dependent on sign type. The colors externally or internally lit. Overly intense color, such as but not limited to dayglo or coordinate with each other and the overall site. fluorescent colors, are prohibited. The use of three colors or fewer is more appropriate for signs in the Entrance Corridor. The proposal allows for raceways; however, it is Black and white are counted as colors. Additional colors may be approved if they anticipated that a raceway attached to the wood sign contribute to a balanced and unified sign design. bands will not have an appropriate appearance. For raceway -mounted channel letters, raceways shall match the wall color. 9c For raceway -mounted channel letters, the raceway shall match the wall color. 4f Trademarks, corporate logos and graphics: The ARB may require that the color and No trademarks, corporate logos, or graphics are shown Please note that the ARB may require future scale of standard templates for trademarks, service marks, corporate logos and graphics in this sign proposal. They will be reviewed with tenants modify the color and scale of be modified. When used, trademarks, service marks, corporate logos and/or graphics individual sign permit applications. standard templates for trademarks, service should be incorporated as an integral part of the overall sign. marks, corporate logos and graphics. When used, trademarks, service marks, corporate logos and/or graphics should be incorporated as an integral part of the overall sign. 9b Channel lettering (mounted on a raceway or individual letters) is preferred to cabinet signs Channel letters are proposed. The proposal allows for Revise the sign proposal to limit the because cabinet signs tend to appear less integrated with the building. Channel letters raceways; however, raceways attached to the wood sign mounting type to individual letters mounted overlay the wall material and allow the structure of the building to "read through" with screen are not expected to have an appropriate to the wood sign screen above the less interruption. This results in a more coordinated overall appearance. appearance. storefronts. 16 5, 9 Lighting 5 Lighting: The purpose of ARB review is to ensure that new development in the Entrance The sign proposal shows multiple sign illumination Revise the sign proposal to limit Corridors is compatible with the historic architecture of the County and to promote types (face -lit, external, and halo -lit). Multiple illumination to a single type. orderly and attractive development. There is no historical precedent for internally illumination types on a building of this size will result in illuminated signs. However, the ARB recognizes the need to identify businesses to help an uncoordinated appearance. While external the traveling ublic find their destination and exit the highway safely. illumination is preferred, internal illumination, if limited to a single type, will not have a negative impact. 5a When illumination is required, the preferred solution is to externally illuminate the sign — in other words, to shine a light on the sign. External illumination is preferred because it allows consistency with the daytime image of the sign. External lighting appears to the viewer as reflected light and allows the focus of the sign to be the original overall shape, color and complete design of the sign. Internal lighting produces a fragmented, rather than unified, sign image at night compared to external lighting and may project light that is distracting to the viewer. Similarly, exposed light sources that form the body of a sign (such as, but not limited to, exposed or bare neon) are not appropriate for the Entrance Corridors. They can produce glare and, generally, do not achieve the subtle character and compatibility that is the goal for the Entrance Corridors. 5b Since external illumination does not fit every case, individual channel letters — a type of internally illuminated sign that has less visual clutter impact on the Entrance Corridors — may also be approved. Channel letters are generally the preferred type of internally illuminated wall sign because they project the total sign and are identifiable with the daytime image of the sign. When channel letters cannot be adequately accommodated, internally illuminated cabinet signs may be considered. If cabinet signs are utilized, the back ounds of such signs must be made opaque zero light transmission). 5c External illumination is also preferred for approved graphics/logos; internal illumination may be considered for approval on a case -by -case basis. The Board will evaluate the specific design for size (adjusted in proportion to the accompanying lettering), balance, complexity, and distance from and relationship to the Entrance Corridor. These factors will determine the extent of internal illumination that can be approved. 5d These solutions are intended to reduce glare, visual clutter and distraction along the streetscape, to provide for coordinated appearances along the Entrance Corridors, to increase visual continuity, to achieve a balance of business identification with order and continuity, and to limit negative impacts along the County's Entrance Corridors. 5e External Illumination: Lighting should be shielded and not create glare. Lighting should be aimed so as not to project illumination beyond the sign. All external light sources shall be white. 5f Internal Illumination: Any internal illumination is considered to contribute to visual clutter and will be limited. 5g All Illumination shall be non -blinking. There is no blinking illumination proposed. None. 17 5h Exposed Light Sources: An exposed light source that forms the body of a sign, such as There are no exposed light sources proposed. None. but not limited to signs formed of exposed neon, as opposed to a light shining on a sign, shall not be used in the Entrance Corridors. ii. External illumination: Lighting directed toward a sign should be designed and The sign proposal shows multiple sign illumination Revise the sign proposal to limit shielded so that it illuminates the face of the sign and does not shine beyond the edge of types (face -lit, external, and halo -lit). Multiple illumination to a single type, the sign. illumination types on a building of this size will result in an uncoordinated appearance. iii. Internal illumination: Channel letters with translucent faces shall be constructed such that no light spills outward from the top, bottom, sides or back. Faces and returns of channel letters shall be opaque when back -lit (halo -lit). iv. Cabinet signs shall have a non -illuminated background, or an opaque (zero light transmission) background. Cabinet signs shall be constructed such that no light spills outward from the top, bottom, sides or back. If outlines of letters are proposed, the width of the outline must be in proportion to the width of the letter. An outline width of 1 /8" has been found to be an appropriate dimension for signs in the Entrance Corridors. 10 Wall Signs for Multiple Business Centers 10a A complete sign package shall be provided as part of the submittal materials for the review The proposed sign plan allows for face -lit, externally Revise the sign proposal to limit sign of any new multiple business center. The proposal should address how compatibility illuminated, and halo -lit letters to be attached to the locations to the face of the wood sign band. among signs will be achieved, and how new signs will be coordinated with the architecture wood sign bands or bottom -mounted to the awnings. of the building(s); the first approved sign installed in a multiple business center will The latter sign location would further contribute to an establish the standard for all future signs for that center. The future review of proposals for uncoordinated appearance on the site. new signs in existing multiple business centers will take into consideration the character and appearance of the existing building(s) and with existing si s . 10b b. Multiple business centers shall use a single sign type for all wall signs. loc c. Compatibility among signs must be maintained through color or font and typeface selection. 10d Signs must be placed on the building in a manner that establishes a unified appearance. 9e, t0e i. External illumination is preferred for sins in multiple business centers. The sign proposal shows multiple sign illumination types (face -lit, external, and halo -lit). Multiple illumination types on a building of this size will further Revise the sign proposal to limit illumination to a single type. ii. Li tin should be aimed so as not to project illumination beyond the sign. iii. Channel letters with translucent faces shall be constructed such that no light spills outward from the top, bottom, sides or back. Faces and returns of channel letters shall be result in an uncoordinated appearance. o a ue when back -lit (halo -lit). iv. Cabinet signs shall have a non - illuminated background, or an opaque (zero light transmission) background. Cabinet signs shall be constructed such that no light spills outward from the top, bottom, sides or back. If outlines of letters are proposed, the width of the outline must be in proportion to the width of the letter. An outline width of 1/8" has been found to be an appropriate dimension for signs in the Entrance Corridors. 18 SUMMARY OF RECOMMENDATIONS Staff recommends the following as the primary points of discussion: 1. Proposed architectural design, materials and colors. 2. Visibility of proposed and existing rooftop mechanical equipment. 3. Coordination of the landscaping along the frontage. 4. The proposed sign locations and types shown in the Comprehensive Sign Plan. Staff recommends approval with the following revisions: 1. Provide details on the gas meter enclosure (material and color) to ensure coordination. 2. Revise the plans to remove the references to the stone wall currently included on the Cover Sheet and the Grading and Drainage Plan. 3. Revise the landscape plan to remove the Holly tree that is in the sanitary easement. 4. Reduce the overall sign area to not exceed the maximum of 32 sf. 5. Please note that the ARB may require future tenants modify the color and scale of standard templates for trademarks, service marks, corporate logos and graphics. corporate logos and/or graphics should be incorporated as an integral part of the overall sign. 6. Consider revising the freestanding sign design to incorporate brick. 7. Coordinate the proposed landscaping and the location of the monument sign to ensure there are no conflicts. 8. Coordinate the proposed landscaping and the external illumination so that the light fixtures are shielded from view from the EC. 9. Please note that the ARB may require future tenants modify the color and scale of standard templates for trademarks, service marks, corporate logos and graphics. corporate logos and/or graphics should be incorporated as an integral part of the overall sign. 10. Revise the sign proposal to limit the mounting type to individual letters mounted to the wood sign screen above the storefronts. 11. Revise the sign proposal to limit illumination to a single type. When used, trademarks, service marks, When used, trademarks, service marks, 19 ATTACHMENTS Applicant's submittal items (Below): 1. 2415 Ivy Road Site Plan 2. 2415 Ivy Road Architectural Drawings 3. 2415 Ivy Road Architectural Drawings — Color 4. 2415 Ivy Road Updated Front Elevation 5. 2415 Ivy Road Comprehensive Sign Plan TABLE A This report is based on the following submittal items: Sheet # Drawing Name Drawing Date/Revision Date Site Plan 1 Cover Sheet 8/10/2020 2 Existing Conditions & Demolition Plan 8/10/2020 3 Layout and Utility Plan 8/10/2020 4 Grading & Drainage Plan 8/10/2020 5 Landscape Plan 8/10/2020 6 Notes & Details 8/10/2020 7 Notes & Details 8/10/2020 8 Utility & Drainage Profiles 8/10/2020 9 Drainage Map & Calculations 8/10/2020 10 Lighting Plan 8/10/2020 Architectural Drawin s A-1.0 Floor Plan 8/10/2020 A-1.1 Roof Plan 8/10/2020 A-1.2 Elevations 8/10/2020 A-1.3 Elevations 8/10/2020 A-1.4 Details 8/10/2020 A-1.5 Details & Wall Section 8/10/2020 A-1.6 Wall Sections 8/10/2020 Architectural Drawin s Color 1 Cover Sheet — Description & Compatibility 8/10/2020 2 Vicinity Map & Site 8/10/2020 3 Rendered Elevations Front & East 8/10/2020 4 View from East 8/10/2020 5 View from West 8/10/2020 20 6 Rendered Elevations East & West 7 Existing Building Photos 8/10/2020 8 Photos of the Buildings to the East 8/10/2020 9 Photos of Brick Proposed 8/10/2020 10 Photos of Wall Screen Color, Mortar, Storefront & Paint 8/10/2020 11 Original Precast Window Opening Detail (that is to remain on the East side openings) Example of Garage Door Style 8/10/2020 2415 Ivy Road Updated Front Elevation 8/28/2020 2415 Ivy Road Comprehensive Sign Plan 1 Cover Page 07/06/2020 2 Proposed Colors/Fonts 07/06/2020 3 Site Plan 07/06/2020 4 Proposed Monument Sin 07/06/2020 5 Proposed External Illumination for Monument Sign 07/06/2020 6 Monument Sign Location 07/06/2020 7 Proposed Wall Sins 07/06/2020 8 Proposed Wall Signs 07/06/2020 9 Wall Sign Location 07/06/2020 21 S • S -t t2t �- 2 � �2f'T Figure 2: Original Proposed South Elevation. June 08, 2020 Figure 3: Current Proposed South Elevation. August 28, 2020. Figure 4: Current Proposed East Elevation. August 10, 2020. The back portion that is to remain unchanged. 22 GENERAL NOTES 2415 IPA TOWER INVESTORS LLC PO BOX 5509 CHARLOTTESVILLE, VA 22905 DEVELOPER: HUNTER E CRAIG COMPANY 1900 ARLINGTON BOULEVARD CHARLOTTESVILLE,VA 22903 (434)974-4500 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE,VA 22902 (434)293-3719 TAX MAP NO.: 06000-00-00-025AO COB17/568 TOTAL PROJECT AREA: 3.89 ACRES TOTAL NOTE: A BLA IS BEING PROPOSED WITH THIS SITE PLAN TO RELOCATE THE PROPERTY LINE THAT CURRENTLY PASSES THROUGH ONE OF THE EXISTING BUILDINGS. THE NEW PROPERTY LINE WILL BE LOCATED JUST TO THE WEST OF THE BELL -AIR MARKET BUILDING, AS SHOWN ON THIS PLAN. THE PROPOSED BLA WILL ADD AN ADDITIONAL 0.91 ACRES FROM TMP 60-25B TO THE PROPERTY (TMP 60-25A), WHEN COMPLETE. NO IMPROVEMENTS ARE PROPOSED WITHIN THIS 0.91 ACRES. THE PROPERTY LINE ADJUSTMENT (AS REQUESTED BY STAFF) IS THE ONLY MODIFICATION ASSOCIATED WITH THIS AREA. NEW TOTAL PROJECT AREA (AFTER BLA): 4.80 ACRES ZONING: C-1 COMMERCIAL ZONING. THE PROPERTY IS ALSO SUBJECT TO THE AIRPORT IMPACT AREA (AIA), ENTRANCE CORRIDOR (ARB), AND STEEP SLOPES OVERLAY DISTRICTS AS DESCRIBED IN SECTION 30 OF THE ZONING ORDINANCE. THIS PARCEL IS ALSO SUBJECT TO THE ACTION OF A SPECIAL USE PERMIT GRANTED IN 2004 WITH SP2004-00021 FOR A BALLET SCHOOL. TOPO & SURVEY: SURVEY PROVIDED BY ROGER W. RAY & ASSOCIATES IN AUGUST 2019. TOPOGRAPHY IS FIELD SURVEY PERFORMED BY ROGER W. RAY & ASSOCIATES. TOPO FIELD VERIFIED BY COLLINS ENGINEERING IN SEPTEMBER, 2019. DATUM: NAD83, NAVD 88 EXISTING CONDITIONS: RELATIVELY FLAT DEVELOPED SITE WITH (2) EXISTING COMMERCIAL BUILDING, PARKING, AND OUTSIDE GRAVEL STORAGE AREA. THE COMMERCIAL BUILDING PROPOSED TO BE RENOVATED FOR A CHANGE IN USE IS 28,960 SF AND THE EXISTING COMMERCIAL BUILDING THAT SHALL REMAIN (WITH NO IMPROVEMENTS OF CHANGES TO THE CURRENT USE) IS 17,425 SF. PROPOSED: THE EXISTING COMMERCIAL RETAIL BUILDING WILL BE RENOVATED FOR THE FOLLOWING USES: 21500 SF RESTAURANT 51000 SF COMMERCIAL RETAIL 18,180 SF COMMERCIAL OFFICE/COMMERCIAL RETAIL 31280 SF MANUFACTURING/PROCESSING/ASSEMBLY/FABRICATION TOTAL SQUARE FOOTAGE: 28,960 SF EXISTING BUILDING TO REMAIN WITH CURRENT USES: 21465 SF MEDICAL OFFICE 61800 SF BALLET SCHOOL 8,160 SF COMMERCIAL OFFICE TOTAL SQUARE FOOTAGE: 17,425 SF WATER SUPPLY PROTECTION AREA: N/A WATERSHED / WATER RESOURCE AREA: RIVANNA RIVER DRAINAGE BASIN ALLOWABLE DENSITY: N/A PROPOSED DENSITY: N/A GREENWAY DEDICATION: N/A - EXISTING PAVED PATHWAY ON THE PROPERTY TO REMAIN BUILDING HEIGHTS: EXISTING (1) STORY BUILDING TO REMAIN. MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 65 FEET. NOTE: HEIGHT OF BUILDING OVER 40 FEET OR 3 STORIES SHALL PROVIDE A STEPBACK PER SECTION 4.20. EXISTING BUILDING HEIGHT = 18' SETBACKS: FRONT SETBACK: 10' BLDG. MINIMUM FROM R/W OR EXTERIOR EDGE OF SIDEWALK IF SIDEWALK IS OUTSIDE R/W. 30' BLDG. MAXIMUM FROM R/W OR EXTERIOR EDGE OF SIDEWALK IF SIDEWALK IS OUTSIDE R/W. 10' MINIMUM FOR OFF-STREET PARKING OR LOADING SPACES FROM ANY PUBLIC STREET R/W. SIDE & REAR SETBACK: MINIMUM: IF THE ABUTTING LOT IS ZONED RESIDENTIAL, RURAL AREAS, OR THE MONTICELLO HISTORIC DISTRICT: (I) NO PORTION OF ANY STRUCTURE, EXCLUDING SIGNS, SHALL BE LOCATED CLOSER THAN 50 FEET FROM THE DISTRICT BOUNDARY; AND (II) NO OFF-STREET PARKING OR LOADING SPACE SHALL BE LOCATED CLOSER THAN 20 FEET TO THE DISTRICT BOUNDARY. IF THE ABUTTING LOT IS ZONED COMMERCIAL OR INDUSTRIAL, ANY PRIMARY STRUCTURE SHALL BE CONSTRUCTED AND SEPARATED IN ACCORDANCE WITH THE CURRENT EDITION OF THE BUILDING CODE. MAXIMUM: NONE STEPBACKS: FRONT - FOR EACH STORY THAT BEGINS ABOVE 40 FEET IN HEIGHT OR FOR EACH STORY ABOVE THE THIRD STORY, WHICHEVER IS LESS, THE MINIMUM STEPBACK SHALL BE 15 FEET. SIDE & REAR: NONE PRIVATE TRAVELWAYS: CURB & GUTTER TRAVEL WAYS UTILITIES (WATER AND SEWER): COUNTY PUBLIC WATER AND SANITARY SEWER AGRICULTURAL/ FORESTAL DISTRICT: NONE EXISTING VEGETATION: TREES ALONG THE WESTERN PROPERTY LINE AND (3) LARGE TREES ALONG THE SOUTHERN BOUNDARY. ADDITIONAL LANDSCAPING AND VEGETATION ALONG THE NORTHERN PROPERTY LINE. LIGHTING: SEE LIGHTING PLAN SHEET 10 FOR CHANGES TO THE BUILDING AND PARKING LOT LIGHTING. ALL PROPOSED LIGHTING SHALL COMPLY WITH REQUIREMENTS OF SECTION 32.7.8 & SECTION 4.17 OF THE ZONING ORDINANCE. LANDSCAPING: A LANDSCAPING PLAN IS PROVIDED WITH THE FINAL SITE PLAN IN ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION 32.7.9, SEE SHEET 5. STREET TREES SHALL ALSO BE INCLUDED WITH THE LANDSCAPING DESIGN TO INCORPORATE STREET TREES EVERY 40' ALONG THE ROADWAYS. TRASH RECEPTACLES: A PROPOSED TRASH DUMPSTER IS PROPOSED ON -SITE FOR TRASH SERVICE FOR THE BUILDING. PHASING: THIS SITE SHALL BE DEVELOPED IN ONE PHASE. PARKING REQUIRED: RESTAURANT: 2,500 SF x 13 SPACES/1000 SF = 33 SPACES RETAIL: 5,000 SF x 80% x 1 SPACE/ 100 SF = 40 SPACES COMMERCIAL OFFICE/RETAIL: 28,805 SF x 80% x 1 SPACE/200 SF = 115 SPACES BALLET SCHOOL: 8 PARKING SPACES MANUFACTURING/PROCESSING/ASSEMBLY/FABRICATION: 1 SPACE/EMPLOYEE ON THE LARGEST SHIFT (7 EMPLOYEES) = 7 SPACES 1 SPACE/500 SF OPEN TO PUBLIC (500 SF) = 1 SPACE (2 SPACES MIN. FOR CUSTOMER PARKING) GAS STATION/RETAIL (TMP60-25113): 2,350 SF x 80% x 1 SPACE/100 SF = 19 SPACES TOTAL PARKING REQUIRED: 224 SPACES REQUIRED PARKING PROVIDED: TOTAL PARKING SPACES PROVIDED = 224 SPACES (96 EXISTING PARKING SPACES AND 128 PROPOSED PARKING SPACES - 22 PAVERS, 99 NEW ASPHALT, 7 NEW STRIPED ON EX ASPHALT) NOTE: THERE WILL BE A PARKING EASEMENT ON THE TMP60-25B PARCEL FOR THE EXISTING 15 PARKING SPACES BEHIND THE RETAIL STORE. oya IVY ROAD COMMERCIAL a $t. Anne's-BeHleld r, s+6B School Belfield Cameos e vNRAD Central Develoamenl Laboratory °0 REDEVELOPMENT PLAN S y Roy Wheeler Realty Co /� 0 Atlantic Droci,y SUBJECT AREA sell :6 'd unroe- Marketat Be�llalr ® QC"enef9erFI Srcm� s-"qh�Q Construction Co., NAL ARB PLANln. SAMUEL MILLER MAGISTERIAL DISTRICT s club University, of Virginia Police Deaarlment ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SHEET LAYOUT UT GRAPHIC SCALE SCALE: eft = i000f SCALE: 111 - 60' 60 C 30 60 12D 216 LEGEND \, ROADS �\ EX/STING CULVERT ( IN FEET ) \ 9 nch = 60 IL. E7'1 DROP INLET &STRUCTURE N0. Ri°CURB L=z°B.Bs \ CURB & GUTTER PROPOSED ASPHALT m PROPOSED CONCRETE PD � ' �•� PROPOSED PAVER (IMPERVIOUS) s BENCH MARK l/DOT STANDARD STOP SIGN 200 EXISTING CONTOUR 2g�R CO 4 o �``� � � `F 'eslMAAm �SeM`"' SHEET INDEX SHEET T.M-P. e0-24A COVER SHEET 1 UNIVERSITY of VIRGINIA FouNDarloN EXISTING CONDITIONS & DEMOLITION PLAN 2 D.B. 5184, PG.139 ZONING RA LAYOUT AND UTILITY PLAN 3 y r i USE: RURAL/RESIDENCE GRADING & DRAINAGE PLAN 4 LANDSCAPING PLAN 5 �'xY� NOTES & DETAILS 6 r/c Oil NOTES & DETAILS 7 \ /f UTILITY &DRAINAGE PROFILES 8 DRAINAGE MAP & CALCULATIONS 9 TE-LASik seA[ oON°r �... °°`R46°°"•'N° � LIGHTING PLAN 10 \ TOTAL SHEETS 10 PROPOSED 1z8D SF \ OF OCESSI ACNRINGi '_i NOTES: \ PNOCE59NG1 EXISTING O \ AssEenaLrta �-� rneDICAL°FErcE Ezisnr _ � \^ CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND \ FABRICATION BALLET ES._ r;vs�� tc,e°°_ --- � UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, AND s'sszo°„ UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. JI T -- -, a I/ -- /�5j0jDLE'Op �� THE CONTRACTOR MUST LOCATE ALL SURFACE AND SUB -SURFACE UTILITIES PRIOR TO ANY WORK ONSITE. COM PROPOSED DA igo SF ETAIL T. M.P fi0-25 I � I Li ri ASSOCIATES � ANY SIDEWALK AND/OR CURB DAMAGE IDENTIFIED IN THE SITE VICINITY DUE TO ROSSER T D.B. 'S308 0 j PROJECT CONSTRUCTION ACTIVITIES AS DETERMINED BY THE VDOT INSPECTOR D.B. fi35-308 PLAT-{ / ��. EICESNG %i1 SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. SIDEWALK WILL BE ZONING: HC IT COMMERCIAL %`IPA z OFF' SSFCE REPLACED AT THE DIRECTION OF THE VDOT INSPECTOR. ANY EXISTING SIDEWALK USE COMMERCIAL OFFICE a/, II I _y ---I e,�E°sF I l} -t- I THAT IS CURRENTLY DAMAGED AND NEED OF REPAIR OR NOT IN COMPLIANCE k -, T IN \ - I PRDPosaos,°Fro PROP°sEo�s°°sF T P. \! I �i -- �J� - WITH CURRENT STANDARDS SHOULD BE REPLACED AS PART OF THIS PROJECT AS mmrnERCIURETAIL RESTAURANT y EXISTNG WELL. IN ADDITION, ANY EXISTING CG-12S ALONG THE PERIMETER OF THE SITE -- _ - GA5STAT°Ni °- SHOULD BE UPGRADED TO MEET CURRENT STANDARD IF NEEDED. '1 CONVENIENCE STORE i ''As°sF ALL SIGNING AND PAVEMENT MARKINGS SHALL BE CONSISTENT WITH THE MUTCD -. ADDITIONAL NOTES: -- -- INDSCAPING AREAS SHALL BE PRIVATELY OWNED , 1 ALL GRASS AND LA AND MAINTAINED. a --- -- -- ELWAY I J , __..____ � - 2 THE STREETS IN THE DEVELOPMENT SHALL BE PRIVATE TRAV - _ - =I - - AND TRAVELWAYS AND WILL NOT MEET THE STANDARDS FOR ---- -�--� - --- " - ACCEPTANCE INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS AND ---- ------------- DEPARTMENT- ;�N•�°^ ___` e� aoo- v-ne -- _ WILL NOT BE MAINTAINED BY THE VIRGINIA aei.a4 -_ - -----_-- _ _ TRANSPORTATION OR THE COUNTY OF ALBEMARLE. - WA7ER LINE & - Is------ -- - -- -- RO S: (IT ON, LOTH EDITION) 3 THE PROPOSED DEVELOPMENT SHALL BE SERVED BY PUBLIC WATER AND SEWER _�--- --- PROPOSED TRIP GENERATION ETRIP GENERATION, - - "- __"__-------- -� 2,500 SF RESTAURANT = 280 VPD (25 VPH AM & 25 VPH PM) 5,000 SF COMMERCIAL RETAIL = 534 VPD (19 VPH AM & 46 VPH PM) 18,180 SF COMMERCIAL OFFICE/RETAIL = 177 VPD (21 VPH AM & 21 VPH PM) T.M.P. ac-B-o1A 3,280 SF MANUFACTURING/PROCESSING/ASSEMBLY/FABRICATION = 13 VPD (2 T.M.P. 6c-A-01 VPH AM & 3 VPH PM 1�-- 1 CAN TER BURY LLCBERRANG, KATHI ) D.B. 4648, PG.380 D.B. 1998, PG.378 2,465 SF MEDICAL OFFICE = 86 VPD ZONING: R-1 RESIDENTIAL ZONING: FAMILY RESIDENTIAL USE: SINGLE FAMILY DETACHED LOT USE: SINGLE FAMILY DETACHED LOT 6,800 SF BALLET SCHOOL = 26 VPD (4 VPH AM & 6 VPH PM) RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED WITH THIS PLAN. A STONE WALL, FOR STREAM BUFFERS/FLOODPLAIN: NO STREAM BUFFERS ARE LOCATED ON THE PROPERTY IN 2,350 GAS STATION (6 PUMPS): 1,467 VPD (96 VPH AM & 116 VPH PM) SCREENING PURPOSES ONLY, IS PROPOSED ALONG IVY ROAD ADJACENT TO THE ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION TOTAL PROPOSED TRIPS/DAY: 2,570 VPD PROPOSED PARKING LOT. ORDINANCE. THE PROPERTY ALSO DOES NOT LIE WITHIN THE LIMITS EXISTING TRIP GENERATIONS: (ITE TRIP GENERATION, LOTH EDITION) OF A 100-YEAR FLOODPLAIN, PER FEMA MAP NUMBER 51003CO267D 28960 SF COMMERCIAL RETAIL/HARDWARE = 265 VPD (32 VPH AM & 78 VPH ADOPTED FEBRUARY 4, 2005. NO IMPACTS ARE PROPOSED FOR ANY PM), RECREATION: N/A STREAM BUFFERS OR 100 YEAR FLOODPLAIN LIMITS WITH THE REDEVELOPMENT OF THE PROPERTY. THE PROPERTY IS NOT LOCATED 2,465 SF MEDICAL OFFICE = 86 VPD CRITICAL SLOPES: MANAGED STEEP SLOPES ARE EXISTING ON SITE AS SHOWN ON THE PLAN. NO WITHIN A STATE DAM INUNDATION ZONE OR FEDERAL DAM 6,800 SF BALLET SCHOOL = 26 VPD (4 VPH AM & 6 VPH PM) IMPACTS TO MANAGED SLOPES ARE CURRENTLY PROPOSED WITH THE DEVELOPMENT. INUNDATION ZONE. 2,350 GAS STATION (6 PUMPS): 1,467 VPD (96 VPH AM & 116 VPH PM) BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE. LAND AREA: (TMP-6025A WITH PROPOSED BLA ADJUSTMENT) - TOTAL ACREAGE (4.80 ACRES) EXISTING BUILDINGS: 46,385 SF - 1.06 AC. (22.2%) PROPOSED PAVED PARKING AND TRAVELWAYS: 48,753 SF - 1.12 AC. (23.3%) SIDEWALKS: 5,013 SF - 0.12 ACRES (2.5%) EXISTING PARKING AREA/GRAVEL STORAGE: 46,450 SF - 1.06 ACRES (22.1%) OPEN AREA / LANDSCAPING AREA 62,487 SF - 1.43 ACRES (29.9%) IMPERVIOUS AREAS: 146,601 SF (3.37 AC) TOTAL PAVED PARKING AND CIRCULATION AREA: 100,216 SF TOTAL EXISTING TRIPS/DAY: 1,844 VPD STORMWATER MANAGEMENT: 2.52 ACRES DISTURBED. THE SITE DECREASES IMPERVIOUS AREA TOTAL INCREASE IN TRIPS/DAY: 726 VPD WITHIN THE DISTURBED ACREAGE. THE POST -DEVELOPMENT TP LOAD APPROVALS DATE REDUCTION FOR THE SITE IS 0.74 LB/YEAR. STORMWATER MANAGEMENT FOR THE PROPOSED IMPROVEMENTS ON THE SITE AND DEPARTMENT OF COMMUNITY DEVELOPMENT WATER QUANTITY REDUCTION SHALL BE ACCOMMODATED WITH PLANNER/ZONING ONSITE FACILITIES. THESE FACILITIES, SHALL INCLUDE PERVIOUS ENGINEER PAVERS AND LANDSCAPED GRASS DRY RETENTION AREAS. ADDITIONAL WATER QUALITY NUTRIENT CREDITS MAY BE UTILIZED TO INSPECTIONS ACHIEVE THE NECESSARY REMOVAL RATES FOR THE DEVELOPMENT. A ARB FINAL WPO AND VSMP PLAN SHALL BE SUBMITTED FOR REVIEW AND DEPARTMENT OF FIRE RESCUE APPROVAL, PRIOR TO LAND DISTURBING OPERATIONS AND PRIOR TO ALBEMARLE COUNTY SERVICE AUTHORITY FINAL SITE PLAN APPROVAL. VIRGINIA DEPARMENT OF TRANSPORTATION NOTE: ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND HEALTH DEPARTMENT NOT OVER SIDEWALKS. ;COTT /R. '(!t�-LLINS- Lic. No. 0357911a 08/10/20 AJ z Z 0 0 n fn Ln m m :D =) to z 0 ti ry a � z z Z U " 00 w 0 O z o 0 0 J J Vl w of CO DO ~` CO DO Lnn 00 co / LU a a w LL CD CD ~ 00 o CD Q 0 rn J r 0- I` M O Q N M J uz O LL WN � W Q ~ �LU 1 LU 5z J z > p LU LU \J LU LU 0 LU Q LU Z� _ 0 cy Ln U J crf Uj U O U C0 LU Ul �-- LU Z w � O U) U J F O J o } 0 O O H N Ln T� w J U w N 0 w � _ a cn JOB NO. 192171 SCALE 1 ff=60' SHEET NO. 1 RON OUND 20' SANITARY' SEWER ESM T. B. 2706 -178) 0 R=2962.75 L=206.85 MIT 0 V _ O VCR SANITARY S ER TEMP. LINE` fl ONSTR. k S MT. �c5 (D. 2706 iFF /i S3 fl rRgN�po \ ss2 oG E �''�c - V AREA bF_EXISTING_ 4/ //V/ GRAVEL ANs, - - SS _ _ 4_4 \. \ PANEL PAVEM€NTTOBG'rR/0'� R�C,fLS REMOVED, \ V rO \ \ \ \ INV.IN= CQ ' 562.98 - \ 464JtiA�ti / ENCLOESTISE AREA ENCEA, 'S56INV.I39 Y F�SFijj TO BE REMOVED FNr , D ' V DI TO T.M.P 60 A 12 565.4 ��E� T A GRAVEL. y� CEDAR :3 ACRES 00 EXISTING INV IN— \ J/LIGHTPOLEAND TOP- 82 5 2`.0 ,,v���yyp \ \ \ � --� \ OVERHEAD POWER I V-578 j \ \ \ \ C'�,p - TO BE REMOVED H- w w 2 Ln I w w W �p Z y J 2 FRAME V f? BLDG. ~ Q \ o �I z PAVED 0 fl � io Ln Ln \ Ln z Ln 0 '-- PAVED Vl � � � z n Q Ln p WOODEN w U z0' 20 o z O WALL CONCRETE O o DUMPSTER -� I. n a H PAD rA > co !� ----- r, --- ~ Ln NOTE: LAST 2 SPACES DO NOT O m II P P 0 COUNT TOWARD THE OV RALL PARKIN �C F' < G ? � FORMERLY a STATE W w a ROUTE 754 ce z ---- PAVED (60' R/W) T WATER CURB N69`07'00' W # METER //j 12 .09 6 GUARDRAIL T.M. 60-24A �\ UNIVERSITY OF VIRGINIA FOUNDATION \0I ID Av7,- �' _ �, � v � - --__ _� _ �s , � � D.B. 5184, PG.139 - � _ _ _ ��GRAPHIC SCALE � \ EXISTING STORM __ �`� ZONING: RA \;TO BE\DEMOLISHED `'-__ EXISTING GATE TO fl USE: RURAL RESIDENCE j•�TJ- __-- ao o 15 30 60 120 `., WALL BE REMOVED - -� o EXISTING ( IN FEET ) O m MANAGED 432 1 inch = 30 fL \ i : SLOPES TO A (STING GRAVEL 6" PIPE REMAIN \ \ REMOVED FOR `�S', - t% , 556.55 / PROPOSED - , I - EXISTING EXISTING STORM •\`O DEMOLISHEDAND IF 'II.,. PROPERTY LINE z j REPLACED �._ - TO BE RELOCATED �1/ - ---- -� d INV.IN I L - - - - WITH A BLA TOP=581.9. _ JV=578.8 ` :: , \ 558.9 - - -. - J. % O - - WALL o/ _ 1"�CM,._ L _ _ - NOTE: LAST (4) SPACES DO NOT \ 0 INV.IN T - 12��-CMP _ I, INV.JJ 1 e -- - COUNT TOWARD OVERALL PARKING \ --- 010 55745 L �� 9._-- 555.28 1 - I'VV Gam. - INV.OUT � 1 �20' \ PROPOSED BLA - o.gi fJ B B ��a.�b �555.50 1555.18 \ � ACRES TO BE � � \ . IIVV IN� 655.68 { 11 �'� L' SUBRACTED FROM \ I RIP ENTRANCE �� N \ EXISTING STORM RAP ENTRANCE 562,35 X X X TMP60-25BAND \\\ 562.42 TQ BE DEMOLISHED a ° .L, ADDED TO 60-25A I I a \\ 1 STORY I I ,\ �- STUCCO% fl N \ 4 77 EASEMEN� & BLOCK I_ O TREE a FOR BUILDIr C,_ z (5,250 SF O \ EXISTING GRAVEL �:, ENCROACH MrNT ) ` DECK TRq N z AREA TO BE \ \\ \I REMOVED FOR - {T - El e -W Sp0R (D.B.' 3919 65) 1� N LANDPROPOSED CAPING ENTRANCE 5623 IFRAME I Er. BLDG. �111•.✓ - WALL �� T w LLI Q z g„ NC to uj WILLOW ° ? to Z V I ENTR ENTRANCE TRAN E I CONC. LI POLE S D Z W 5 1560.07 CASINGS 36° I H z ODI LLI 1 BRORY sTEF'_: _ PLANTER V, __ s 62 ICK FITTI _ _ Z ) _ F i METAL LIT > 0 -� NTE ENTRANCE _� q T P 9.7 �8' ,9C FRAME w vJ J J TRIPLE 28,960 SF R ENTRANCE00 559.80 i II S 9.1 f OLE Z W CONC. PLANTEII 1 I AUTO r METAL Z ( ) I �CC 1 15 L G ASH = a SPKR 1 STORY m BLDG. FRAME U EXISTING ENTRANCE `, 1 _ RAMP BRICK rr� Z i�C,. Q 0 Lu ui T.M P 60-25 SMANAGEDLOPES TO E! I 562.43 PAVED (12,175 SF) NEW BOUNDARY LA TER it RCSSER ASSOCIATES REMAIN 1 I ��_ LINE FOR \�; Q D.B. 1083-50 , 11 1 PROPERTY 20' D.B. 635 308 PLAT \ \ z&, 1 WO I� ii I 1 CONIC. �(� U) s \ ,NA'�I1 �� ZONING: (HC) HIGHWAY COMMERCIAL ��� �, 1 -ENTRANCE ENTRANCE F 5�59.36 BOX 560 03 LEGEND: AP AIR PUMP B BOLLARD CO CLEANOUT DI DROP INLET PC FILLER CAP FIT FIRE HYDRANT GM GAS METER LP LIGHT POLE MH MANHOLE MW MONTIORING WELL P POLE PT PROPANE TANK S SIGN TB TELEPHONE BOX ILL UTILITY LID WM WATER METER WV WATER VALVE YH YARD HYDRANT OVERHEAD UTILITY LINE FENCE GUARDRAIL CONCRETE GRAVEL PAVEMENT MANAGED SLOPES 5 USE: COMMERCIAL OFFICE -- �� -- 560.03 �VrN� dv� H LID ;l ICE ENTRANCE EXIST. SAN n2.3 a 1 - 6.34 - DI 0 B - - BG>: i .-I SEWER I� J HAVLU T.M. 60-25B C 2 B B o/1 FI \ DI TOP T NK o _ i LOT B �_".69 !+ ROL J I W v Q SV� ENTRANCE 620 1>_,,,U u� IG 1.71 ACRES TB CLEAN UT PT �� UL _T \ ` I _ EXISTING EXISTING PAVEMENT LI '71N �' ' 'AS _ 1 STORY �L z EXISTING LANDSCAPING EXISTING GAS I TO BE REMOVED- J _� -- FER BRICK, ---- W �j FDC i V OUT_ ATM ADJACENT TOBUILDING TO RELOCATED EOCATEDE WATER I CON,". i ,�� I I l 555,24 BLACK & BLDG O '� BE REMOVED RELOCATED UTILITY SILP`� �' I /' ( I FRAME MAGNOLIAS CLEANOU BOX �I - k<) I LLI / OVEPITENG OVFr2HANG �-� /�/�� - dNC.i� I I `� I ENTRANC AP _ o oB. `g B 1 •� WoolLu �J aB Z O / Q BUSHES L AMP I _ WA R T Y� , U OVERHAPJG \ LI EXISTING �� iLLARD' GRAVEL GAS PUMPS J \ EWEING4"S SANITARY BE MAGNpLIA, -_� REMOSFACVED II MIN 'I - TF^ CONCRETE EXISTING4"SANITARY / / I REMO � �l �` / �. S O / EXISTINGTRE STOP �..... ...� i� 0-.--r�! TEP ° ETAL - � I � W i--I -y - REPLACED WITH NEW / !rj 6"PVCSEWERLATERA 21' _ I 12 STEPS CANOPY EXIS ING CONC WI L W - l I - - - - - - - - �F P - - ^ O _ Lu BE REMOVED ILL W 8 __ I - 7 - I I - _ ,. OAK RAMP TO BE y OHE I J REM( VED WP;,-----'- _ OHE --- I OA X EXISTING A�PHAI.'T I -_ ----- -- - - - -- / I LLOW PATH TOBE)RELOCATED •I_ _ _ �5-WE� oHE.2= _I_,II WATER / I\ OAK 1 G URB _, Ln - -- - - INYIN= CURB H� L I K ISTINGTRE 'M O MANHOLE N�� �- PAVt9. ... B DI 10P- / TOP=568.06 ' II, TO REMAIN - �. �� oHE CURB 0 4 N (LID SEALED) OHE tiUA Hg`SD p - - - _ _ W IRON �� 70 - - WM r - - E 5 - L=387.34 S R SVID V _ _ FOUND ROCK 16'00' W v oHE- - - - Sd9SVT b� - - � - u 'I F_ WALL _ ---oHE N71 -oHE-? _ -- -W ��u� d9 U3 Sd9 Sd'J INS OUTS I- `kh� - - / P - oHE GUTTER i \ N w CURB & Sd9 U�SI. ROUTE 250 IVY RO � z --- SHOWN AS 80' - 1 u) i ------ - y WATER LINE & - - PLAT IN D.B. 296 432 30B No. - - _ DE ON ._ Iwv' w o w_�c� r � � - - - - Sirl. Sd9 _ ( .B. 1 �6 - - _- - 56 Q,55 - �INV UI 5��`.r _ -- '1=NN M-{ .. I9G�71 D r 0 435) -565.54 5 0 S EXISTING ---- TOP OF DROP INLET _ NG4"DL GRAPHIC SCALE ----- Sd.9 IN=FFn 2R ��-Sd9 INV.IN ROUTE 52 0 (IVY RQ2g6_g32 FIRE LINE TO BUILDING 30 a 15 30 60 20 ELEVATION 555.23 SCALE 4f U•S' QN PL T IN D.B. EXISTING WATER 1 �'-30� J GAS AS 80' WIDE LATERAL&METER TO SHEET NO. SHOWN BE REPLACED ( IN FEET) 1 inch = 30 ft. 2 I ° \ SITE PLAN NOTES: w 1. SEE SHEET 2 FOR BOUNDARY DIMENSIONS, METES AND BOUNDS, AND SURVEY INFORMATION. w TH O ° 2. TRASH SHALL BE STORED & COLLECTED IN DUMPSTER CONTAINERS. 2 D ° v,k 3. CONTRACTOR SHALL VERIFY ALL ROAD, STORM & UTILITY CONNECTIONS VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL to I 2 NOTIFY ENGINEER OF ANY DISCREPANCIES. M Ln \° 0 y. ALL BUILDINGS ARE EXISTING STRUCTURES WITH SLAB ON GRADE FOUNDATIONS. H SCOTT R. LLINS 7 R= 206.5 \ 5 5. A MINIMUM 2o' DRIVE LANE (CLEAR OF PARKED CARS) SHALL BE MAINTAINED AROUND THE COMMERCIAL BUILDING. LU o O - L= 206.85 °\ 6. CONTRACTOR SHALL RELOCATE OVERHEAD UTILITIES AND/OR LIGHT POLES AS NECESSARY. CONTRACTOR TO WORK WITH UTILITY COMPANY FOR THE DESIRED ° yT U Lic. No. 035791 � Jn`I LOCATIONS. MH ° 7. CONTRACTOR SHALL REPLACE THE PORTION OF THE EXISTING ASPHALT TRAIL LOCATED ALONG THE FRONT PORTION OF THE SITE AS SHOWN ON THIS SHEET. 20 O8/SO/ZO c \ \ \ 8. INDIVIDUAL SIGNS WILL REQUIRE SIGN APPLICATIONS AND SIGN DESIGNS WILL BE REQUIRED TO MEET STANDARD SIGN GUIDELINES REGARDING SIZE, SCALE\ �5 70NAL EGGS 20' \ ° O AND PROPORTION RELATIVE TO THE SIGN BAND AND THE OVERALL BUILDING. SANITARY \ \� \ 9. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ' H SEWER ° 1o. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS AISLES SHALL BE ATTHE SAME LEVEL AS FRAME ESMT. \ \ \ o THE PARKING SPACETHEY SERVE. BLDG. 2 (D.B. 2706 \ \ ° UTILITY NOTES: O -178) \ I EXIST NG RWSA 12" 6 1. A MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & WATER AND SEWER LINES MUST BE PROVIDED. O \ VCP S�NITARYSEWER POLE ° d 2. A MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/LAND S/L. I TEMNS P. \ LINE \ Q \ CG-z CURB IRON 3. A MINIMUM OF 1.5' OF VERTICAL SEPARATION FROM WATER AND SEWER LINES MUST BE PROVIDED. 9 OSM TR \ \ W/z' OVERHANG SET ° 4. ALL PROPOSED WATER METERS SHALL BE ENCOMPASSED WITHIN AN ACSA EASEMENT & SHALL BE DEDICATED FOR (D 2706 \ \ CG-zCURB \ OS� PUBLIC USE. \ \ W/2' OVERHANG ° TRq S. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING ELEVATIONS OF ROADWAY, CURB & GUTTER PRIOR TO PA`dC \ \ \ Vsp CONSTRUCTING THE EXTENSION OF THE STORM SEWER, SANITARY SEWER, WATERLINE AND PAVED ACCESSES. \ Ln \ CG-2CURB o. 536. ° O/�� CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES SO THAT THE ELEVATIONS OF THE TIE-IN I / °\ m m \ W/2' OVERHANG �O r --- j\ S�- \ T CONNECTIONS CAN BE ADJUSTED ACCORDINGLY. �� TYP I �; a©FT �RGTNL CFNT� /ON 6. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL TEST DIG AT THE LOCATION OF THE EXISTING UTILITIES TO io ° En Q CONFIRM DEPTHS AND TO ENSURE THE PROPOSED SEWER STORM AND WATER UP GRADES CAN BE ACHIEVED.Ln z C 7. A KNOX BOX SHALL BE PROVIDED ON ALL BUILDINGS FOR EMERGENCY ACCESS. CONTRACTOR SHALL CONTACTTHE ° j q PAVED ,1 \ 3, FIRE MARSHALL's OFFICE TO DETERMINE THE LOCATION. \ o_ \ r / _ \ " . G & ° 8. ALL CONNECTIONS TO RWSA MANHOLES SHALL BE WATERTIGHT AND MADE WITH A FLEXIBLE RUBBER BOOT. ° of Z Z \ \ PROPOSED ASPHALT I' T A �¢' 6 p0 R C ° 9 BALL CORING Y RWSA N WRIT ODS, THE CORING O CONSTRUCTION OR AND ALL MATERIALS FOR CONSTRUCTION SHALL BE APPROVED o WOODEN zo' Z0 \ v v 0�� r f 1 2 �� �M Fa... o 0 9 PARKING LOT y / �D \ TYP 6 \ PARKI �64� Aq�r �O 1o.RWSA ENGINEERING STAFF SHALL BE PRESENT FOR ALL CORES INTO THE MANHOLES. CONTACT RWSA - WALL CONCRETE Zo 00 O \\ �qS ENGINEERING A MINIMUM OF 3 BUSINESS DAYS IN ADVANCE TO SCHEDULE A CORE OF A MANHOLE. �, DUMPSTER -� �� EM n. ASS PUMPING MAY BE REQUIRED ATTHE SOLE DISCRETION OF RWSA STAFF. -,11_ PAD H > V U, /�, •, ��, `R �N 12.GRO G OF THE MANHOLE BENCH OR INTERIOR MAYBE REQUIRED, AT THE SOLE DISCRETION OF RWSA STAFF, 8 w \� V / \ rill i '�i "� � T _.. T Vr- _ FOR ASMOOTH TRANSITIONOFFLOW_ CONCRETEED m 3'R \ C ��,• \; �TYp/ g`j ]�: VL'AF 13.EXISTING MAN ES SHALL BEBACKFILLEDTOORIGINAL GRADE TOTHE SATISFACTION OFRWSA. - Lni U) --u ° A LE L ' f �� F4 ALL WATER LINES ER LINES AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL p �� NOTE: LAST (z) SPACES DO NOT pC > m m •.�� \'� iA� ',L / ' ' 0 COUNT TOWARD THE OVERALL PAR KING Cam' c \ 7A vv, �� INSPECTION PERFORMED THE BUILDING DEPARTMENT. FORMAERLY Lu a ¢ \ \ \ r / r 15. ALL ROOF DRAINS SHALL DIS GE IN A MANNER NOT TO CAUSE A PUBLILC NUISANCE AND NOT OVER 682 VPD , oeE J off .. Z Z \ CG-z CURB V I 2 CURB' � " SIDEWALKS. E�� ROUTE 754 Z a \�V �. , r iF2' P rN/1 Ci li V/z' OVERHANG-, CG-2 CURB � - PAVED \ �.' r h. PROPOSED 1o'x1o' ° \ \ W/z' OVERHANG �' yR �g•' % DUMPSTER PAD WITH T.M. 60-24A WATER CURB N69°07'OO�W \ Typ- WOODEN ENCLOSURE ° UNIVERSITY OF VIRGINIA FOUNDATION GTETRANCE METER ��---__12g09 GUARDRAIL \ WITH 10'x12' D.B. SITE TO -�__� \ \A CONCRETE APRON �° BZONING: PRA 3 �R) - SEE DETAIL USE: RURA E' ES[DENCE --=W � �� U L R \ I 9 10; NG AREA FLUSH WALL ° 1 l/ \ a �YP N/Zo PARK _----------- - - SS I < eye ---� V �TY CG-2C/ CURB T WITH SIDEWALK A� ��o - w � 1711 \ ) i z SHALL INCLUDE ° ¢ co 0 \'\ PROPOSED PAVED BUMPER BLOCKS' \ \ \ I z I CG 1z / PARKING AREA ry zTyR ° 432 Pr LE \ 3 R I �( y IL �iT R 1�� 9 `-ti�5 �;I,T✓/, NOTE: MECHANICAL EQUIPMENT SHALL BE LOCATED ON TYP. OL N DV: r'%% %%j !' �� Q THE ROOFTOP OF THE EXISTING BUIILDING. VISIBILITY OF / / y K, i i % FCG-12I / CG-2 CURB ALL MECHANICAL EQUIPMENT SHALL BE ELIMINATED FROM NEEDED FIRE LOW CALCULATION. \� THE ENTRANCE CORRIDOR WITH THE USE OF PARAPET 2� \,� - -- I I I n WALLS. SEE ARCHITECTURAL PLANS. Q NFF=(C)(0)[1+('X+P)] = 3,o63 x 1.25 x [1+(o.o6+o)] = 4,058 GP 50 (SPRINKL RS) = 2�P NFF \ \ 3 CG-1z I I I Ez NOTE: LAST (4) SPACES DO NOT \ 1 \ CG-z CURB CROSSWALK CG-z CURB . I I I, by - _ COUNTTOWARD OVERALL PARKING EXISTINGL9C=18F(A)Ao5 18*2.0*28,960^0.5=3,o63 \ 6'CONCRETE W/2'OVERHANG 6'CONC. B B B I I PAVEMENT zo' �° r CONSTRUCTION TYPE- CLASS II MASONRY CONSTRUCTION / / \ SIDEWALK SIDEWALK CO.NC. B B (MILL/OVERLAY) \ ~ M A=1 FLOOR X z8,96o SF= 28,96o SF \ \ B ° � M 00 O= OCCUPANCY FACTOR=1.250RC-5RAPID BURNING \ ) \ lol `12) ENTRANC'- 0 �/ co _ A AREA RESERVED FOR ENTRANCE 562.35F I X X X _ -0:06 FOR 70' AWAY BUILDING EXPOSURE OVER 1-10o FEET \ PROPOSED O I P= RUNPROTECTED OPEN COMMUNICATIONS \ \~1 \ BEUIP SCREENEDMECHANAS CAL EXISTING CONIC. 5PR POS(D(2)LOADINGAREA TY STRIPED I °\ N Q o% REDUCTION IN NFF FOR AUTOMATIC SPRINKLERS 4 ( SPA S (12' PROPOSED PARKING SPACES - ` \ -- EQUIPMENT SHALL PAD TO BE $ SPACES axz MIN. W/1 HEIGHT \ 6 TYP. 2D' 18 TYP. LOADING DOCK x34 S STORY M J \ SC S EXTENDED TO ) 9' 18' \ REQUIRED) SERVE ASA AND12' 47 a N \ PROPOSED 3,28o SF TU CCO ° CONCRETE \, RAV OF MANUFACTURING/ EASEMENT a & BLOCK \CSX 1O PROCESSING/ FOR BUILDING` z (5,250 SF) DECK %� N \ TYP. ENCROACHMENT o EXISTING \ q H� \ \\ I . !10 ASSEMBLY/& (D.B. 3919-265) MEDICAL OFFICE EXISTING NEW PROPERTY NSAO u- \ CG-2 CURB FABRICATION BALLET SCHOOL LINE WITH \ % H TYP ENTRANCE SPACE FP,AME WALL °� T w N [ \ \ 56243 (2,465 SF) (6,80o SF) BLDG. BOUNDARY LINE ON w N \ \ o A ADJUSTMENTLn 7� \\ ) \ PROPOSED ENTRANCE CONC.------- °\ �� Z \ LOADING ENTR 560-06 � POLE ,�� ° �I _ AREA(3o'x50') 560 07 CASINGS --- 6S2• \Tz W w _ - __ O� F ° J METAL \ \ DUTY ASPHALT 1 STORY STEPS FIRE LANEMARK£I�S �_ PLANTER �� S) 62) J MH \ \ PROPOSED HEAVY NO PARKING ! I _ - \ � BRICK I � 1 � ° I ��� ENTRANCE ^ � N � �'�-- � �8. � 00 FRAME ° \\ 31 TRAVELWAY (28,960 SF) EXISTING 5 EPS 1O, ENTRANCE /n OL\ BiDG. � CONC. PL.4NTER�O .8' I - - METAL Q A ASPHALT � � I. -AUTO � ' \ PROPOSED 18,18o SF TYPI. �r = \ N PAVEMENT SPKR 1 STORY m BLDG. FRAME �U W \ \o COMMERCIAL OFFICE/RETAIL ENTRANCE- RAMP BRICK IrTi �' BLDG. Q w \ A 562.43 PAVED 2y 20' (12,175 SF) TYP. IACCESSS&PARKING LA TER PROPOSED 0 /w TER 60-25 \ --- ROBBER ASSOCIATES \ j � �J, PROPOSED � �1 r 'EASEMENT � �� J D.B. 1083-50 \ CG-zCURB T 20, // �, Q D.B. 635-308 PLAT ' CONC. F t1 TYP. / �( Q J \ PARKING AREA FLUSH 1?' 26' 20 EXISTING j _ CONC. I Lu r \ 7 18 ENTRANCE ENTRANCE~ I --I ZONING: (HC) HIGHWAY COMMERCIAL \ BOX _ USE: COMMERCIAL OFFICE \ WITH SIDEWALK 14 RPVE ENTRANCE SHALL INCLUDE c? T P 560.p3 TYPI LID _ 8,16oSF 560.U3 _ 6 H ICE V EXIST. SAN ) d\ zo`�Py 56240 BUMPER BLOCKS i /9 � 18 � I 9--� a BOX PAV D SEWER \ T z 18 \ PAVED - T NK O B B - i -I Fjr T J r 6'CONC i-, - T.M. 60-25B - V PROPOSED 5,oao SF PROPOSED z,5oo SF i �i, P. 10' 1o' �WM y_-L- - PQI_E \ SIDEWALK COMMERCIAL RETAIL RESTAURANT ENTRANCE ��' T��I LOT B �_ PCL__- T B _ LIGHT Y CI EAN._L 562.30 1> 1.71 ACRES - U3 a UL T POLE W \ \ PROPOSED 24 EXISTING UL _ ( � PROPOSED CG-1z PROPOSED EXIST. GAS i �� B B GAS I 1 STORY g ' � � U \ I HAND. RAMP CONCRETE SIDEWALK EXTERIOR METER TO BE 24' - METER r- I-- GAS STATION/ BRICK, ATM <-� -I CONVENIENCE RELOCATED e BLOCK & BLDG 0 PROPOSED FDC BRICK PATIO CONC. 9 STORE FRAME I u"I \ PROPOSED -CT_ I POTENTIAL FUTURE \ CG-2 CURB PROPOSED CG-1z (611 SF) W/ y ENCLOSURE R _ _ TRAVELWAY �\r ITI 4rli' HAND. RAMP I, I Nu,, FAT-C,- ' 'I -- 4 2,35oSF 6 " B J CONNECTION TO V _ 1 ENTRANCE AL ---+--ul B CC n \. J 70 REMA REMAIN - - 6°B W G ADJACENT PARCELS - 3 PROPOSED 18 ------------- _ _ 3 t ` o 0 0 oR------------ W -' / TO THE WEST -- 1 ACCESS �. ?7 °ftMA7 t - - - - _ f RE WALL G / YH I L O 31 TYP. C BOLLAR Z- RAVFI. - --I I CAJ PUMP A 5, CONCH a � EASEMENT EXISTING_ - - - - - - � 'I oo SfDEWALK RQPOSED -. ,� - - LOCATI N OF ASPHALT V U y _ GOING. C°ONCRETE' � �-/ _ _ -- _ _ R - - ` PAVEMENT _ _ T .___ SWR LAT. R N EX ST. FIRE - CG. 12 SS - g 1 ETA F- y J 3 z88'R_- ' LIFE �' _ - _ j _ - - _ i8' _ _ ^ STEP_ Q � PPROPOSED ERVIOUS BRICK �INGRES EGRE I r I CANOPY - y - 1- r ' - I- - - - 8 VPD �1o8zVPD J W a PARKINGSPACFS Bl4G BACK.-. -I 4TYP. P. 12i --� 3 5 oHE�''oHE, \ a L=_37-3 5E 1 _ - -------- aa PROPOSED HEAVYPOLE - C I - - - - 97 5 -T (o) WM - Q DUTY ASPHALT �, �� _ 1 cK `.�� L - ---- - -- _ 1 < \..' oeE EXISTING ENTRANCE WATER !n _ TO THE SITE TO METE6' V r TRAVELWAY MANHOLE` L IN. BLDG&P,ARKWGSETBA �- URB EXISTING ENTRANCE `� \ - 1 10 2 I` ,,_ _ 905 VPD --____ - REMAIN CU TO THE SITE TO - _,_' TOP=568.06-\ \ i i - UND_, ��' .d-� 'I 'sl r URB ---^-- - - - --� w-- -_ - w- - -w - - - - - - - B REMAINSI O R J-G \ - -' - - w w - _ _ _ w -_ y.� (LID SEALED) VA A ��oee�oeE r ""--`I" =d Id +I, �..; v, '�:.q' w' _ +�-k2=1 �i NtL C)O \ --SLTF nIc`T..,. oA, w 'A�- <� o U.S. R�� LA? 1N_D_g_�g6-432------ ---------- GRAPHIC 'SCALE GAS GAS - --' - NCE= �- - ON PROPOSED 5' SCALE GAS 5\TEp\51 P`_- SHOWN AS 80' WIDE CONCRETE SIDEWALK 30 o Is 3o so izo 1 =30' AI \ PROPOSED FIRE HYDRANT 12"1 T.S.&V SHEET NO. z-6"45°BENDS ( IN FEET ) 3 IR';N OUPNJ D \) �� R=2962.75 L-206.85 MH zT ��- SANITARY _ _- SEWER ESMT (D.B. 2706 -178) \ EXISTING 112" VCP SANITARY SEWER" TEMP. LINE` oivsTR. \ sMr\\\ / �/ 14 . (D. . 2706 D �fl PROPOSED TREE PROTECTION FENCING D f�;;_ F _. U Pre -Development Impervious Areas- Water Quality (Defined by the Limits of Disturbance) Existing Parking 59,773 sf Sidewalk 1,457 sf Public Road 5,208 sf 66,438 sf Post -Development Impervious Areas- Water Quality (Defined by the Limits of Disturbance) Proposed Parking & Circulation 53,464 sf Proposed Loading Area 1,719 sf Sidewalk 5,385 sf Public Road 5,208 sf 65,776 sf Overall Net Increase in Impervious Area -662 sf NOTES: i. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 2. ALL WATER LINE, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 3. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. =TT R. LLIII Lic. No. 0357911a 08/10/20�� �&Inidni. E�O� \ \ w ou c H 2 WIDE CURB CUT r > COCe LOT A _ A \ AC S WITH RIPRAP\, LU a 2' WIDE CURB CUT D PROPOSED DRAINAGE z z WITH RIPRAP EASEMENT 2. S TQ \\ \ TIE PROPOSED DRAINAGE \ T.M. 60 GINIA . �. UNIVERSITY OF VIRGINIA FOUNDATION s .ao \ INTO EX. 15 CMP STORM D.B. 5184, PG.139 AT EX. DROP INLET \ ZONING: RA D USE: RURAL/RESIDENCE v�ALL o C. C \ 2 WIDECURBCUT 0S627bEP D \° WITH RIPRAP \ • �'. \ \ L: I 562SoTC ®56i 53EP ����F S62•ooEP RON E, 3. C I r � ? F- NJ N ID \ 561.27 562.95 oT 6z.3C� 5\ 6iSoEP— f 563 z7 Tc NOTE: LAST (4) SPACES DO NOT x�-L �J-J�y _ -- 1 - - v fJ COUNT TOWARD OVERALL PARKING 555 28 W \\ 12 L cou �,A V INV OUT- 20' PROPOSED LANDSCAPED 4 - 4< 55.18 B II fl C GRASS DRY RETENTION BASIN o �x x x� �, c ' D TIE PROPOSED DRAINAGE � �Ir �= '�I I i DI00 A INTO EX. 12" CMP STORM Q \ AT EX. DROP INLET s 1 STORY PROPOSED 3,28o SF - STUCCO F--I o ` \ OF MANUFACTURING/ ASEMENI & BLOCK C A PROCESSING/ FOR BUILEI�lG, z (5,250 SF) DECK T s` A ASSEMBLY/& , E'NCRDAOFIMLNT EXISTING EXISTING �NS,o N 1 FABRICATION D.B. 3919- 65) MEDICAL OFFICE BALLET SCHOOL El FI TI ANL'E ' /I SPACE WALL D�RT� f El (2 465 SF) (6,800 SF) I I �� W i J �• \� � � �� I'rl` Ili_ `.� I ]� � ��� i ENTRANCE CONC. GI Uj LNTR 550.06 POLE S3 w z G g PROPOSEDTREE ,I �AP,N.�S PROTECTION FENCING 6 STORY META.;; PLANTLR D s� s�� BRICK PLANTER L I�- Ll N T Y- 9T 0�8 O0 FRAME W D O �\ 10 (28,960 SF) r I S PS ENTRANCE v u' DI ✓- .9 1 POLE BLDG. J LU L — — — COMETAL w /n 6r I T= AUTO I 1l v � PROPOSED i8 i8o SF I • � I 9 BLDG SPKR --Il � O 7 STORY FRAME 2' WIDE CURB CUT COMMERCIAL OFFICE/RETAIL RAMP --DI o- a L9 �j w Q FII rAl�eE— 1' BRICK m BLDG. Z WITH RIPRAP TM.P 60-25 4' FAVED 11 (12,175 SF) � 1 LA TER, ROBBER ASSOCIATES PROPOSED LANDSCAPED �'Q Q D.B. 1083-50 GRASS DRY RETENTION BASIN �, �� m r zo' �\ W D.B. 635-308 PLAT 11 1 ➢I1 CONC.' EXISTING CONC. / U Q ZONING: (HC) HIGHWAY COMMERCIAL 1 I EN TRANCE OFFICE SPACE ENTRANCE TOP 559: 6 BOX - 8,i6o SF ICE USE: COMMERCIAL OFFICE � I n 1 I S60.03 �'' dvlr� ,�. 6O� H PAVED � � � 0 EXIST. �AI•I � V 1 �6U.03 4. I V- 5fi. LID I c I¢° C iI� T.M. 60-25B DI TOP- DI �NK BBB`l BOX l HT Y [-1 F,J�f ) 1 ExSrR F A ✓La _ ' PROPOSED 5,00o SF PROPOSED 2,500 SF I L P^RKINs WM _-- = IoPCLF 7 °T TIE PROPOSED DRAINAGE LOT B 559.69 PO PT LU U Q \ N CONTRACTOR SHALL TAKE CARE WITH THE COMMERCIAL RETAIL RESTAURANT ENTRANCE / INTO EXISTING DI 1 .71 ACRES T EXISTING C1L STORY L UE ' f; Ell I L r I �/ (1� 562.30 (>-3a POLE QL (J i GRADING ABOVE THE EXISTING >2" CLAY SEWER I I — i MAIN. THE RWSA SEWER LINE SHALL BE I� NV OU r= - GAS STATION/ BRICK, -- w Z ` 8 PROPOSED 2' CURB CUT 54..3 T-P INV' - _ ATM � � PROTECTED DURING GRADING ACTIVITIES I CONC 1� I 1' CONVENIENCE BLOCK & .BLDG �I AND MINIMUM COVER REQUIREMENTS FIE i _� I I STORE FRAME 0 SHALL BE MET. ADDITIONAL PERMANENT 1 2 o SF . \ CLEANOUT aVED a7 I I 35 W 56{opTC IVLRHi I If l L _ - J I ENTRANCE I Ii AF' o� ®8° �BV F WOO LU � PROTECTIVE MEASURES MAY BE REQUIRED 6 4 oEP _ HANG i� SUCH AS REPLACEMENT WITH DUCTILE IRON PIPE ` J113 WA Z O ✓ i i OR CONCRETE ENCASEMENT. 564.4orC o �� L I- - - - - - - - - RETAINING !I s8z.4oEP 564. 3Tc C ssz.: Tc II.. �'- TREE PROTECTION OVERHANG -F- A— WALL - Y✓ SIS 3E� 56a.7 EP FENCING �a�BOLLAR PAVEL w9 > I: � I- I F_ S630oEP 561z TP III £I ;H� STEPS I. I w % 0E JETA t� I N <11 2oTCc. _ - - o� o I� T =h, ORE POLE — - � i - - - I - EH - - _ oNE WATER \ - I� � � -_CURB � METFR � a ' ' / cuRB MANHOLE _56 TOP % P.B st iR 8 D - - _ I•J�1 '3a' - - - - oNe r W �/__n3— _. _ti —� �/_ f, (LID 61) 9 - PEPR SV] SdD - - - - RON 7 �,�� - _ S�9 / FOUND ROCK - STORM --- w o / a �� _ -J a �, WALL -- -- PROPOSED D� Sd9 SV9 Sd987 NVOUT- �� PROPOS BOX 34 Sd9 SV9 _ / - _ _ k RATIV 35U I- - ` P r Fla `' " ` REENI w (� � _ i CO E WALL FOR s U.S. ROUTE 250 IVY R A ED 2' CURB CUT C p w -- a _ N�Td9 SHOWN AS 80' WIDE _ ' IGH / / / ' A. \ \ ..k PROPOSED BRICK WATER WATER LINE & — — — — — — — — — — — — — — — — — — WI — ON PLAT IN D.B. 296-432 ------ / 1 _o _ -- - PERVIOUS PAVERS JOB No. l � INV. IN _ -- ssa.ss / '.I"yJ SdD — (D.B. 1560-435) a - - 6 INV ui= PROPOSED 2' CURB CUT - - - - - - BENCHMARK: 192171 - - - - - - - - - - - - - - - - - -� sdS V IN-56o 28 �_, Apt _ GRAPHIC SCALE TOP of DROP INLET INV.IN= r r-_- IVN RO -- ELEVATION = 555.23 W 250 g-432 ao 0 15 ao so 120 - SCALE GAS _ —U.S. ROUTEPLAT IN D.B. 29 GAS — BO' WIDE ON S "=30' — SHOWN AS - ---- ( IN FEET ) SHEET NO. 1 inch = 30 fL. 4 Conservation Plan Notes: �\ NOTES: LANDSCAPING PLANT SCHEDULE ALL TREES To BE PRESERVED AND PROTECTED SHALL BE MARKED °\ 1, ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. THE SYM BOTANICAL COMMON NAME WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL ° -0 BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS TREES CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY v-A AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE ENGINEERING DEPARTMENT \ SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. UPA ULMUSPARVIFOLIA ALLEEELM 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE of R=2962.75 ° ��� 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; PA PLATANUSACERIFLORA LONDON PLANETREE CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED 5 THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND L=206.85 ° THE OVERALL HEALTH OF THE PLANT. AS ROTUNDILOBALIQUIDAMBARSTYRACIFLUCIFLUA AMERICAN SWEETGUM PROTECTED. ( \ 3. THE LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN UNDERSTORY TREES ° THE AREA BETWEEN 2' AND 7' ABOVE GROUND AS CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT \ PEDESTRIANS. PY PRUNUSYEDOEN515 YOSHI NO CHERRY STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE EXISTING ° O EVERGREEN TREES COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT \ TREE LIMITS TREES TO BE PRESERVED AND PROTECTED. -. - �)�� MG MAGNOLIA GRANDIFLORA'LITTLE GEM' LITTLE GEM MAGNOLIA ,1FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE `�� PROPOSED TREE\ � OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. ) \\\ - PROTECTION FENCING ° IN ILEXx NELLIE R STEVENS NELLIE R STEVENS HOLLY 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE EXITINGRWSA1z' 4 \ �� LANDSCAPING CALCULATIONS: sHlRuss OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. VC SANITARY SEWERPGLE 4.8 AC): 209,088 SF TOTAL PROJECT AREA AB ABELIAGRANDIFLORA GLOSSYABELIA /"�'�'� 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE LINE' \ �.�' -"�•�, IRON \ CANOPY REQUIRED 10%: 20,909 SF IV ITEAVIRGINIA'HENRY'SGARNET' HENRY'S GARNET SWEETSPIRE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR \ 1'� SET ° PROPOSED TREE CA OPY: 33,579 SF IG ILEXGLABRA INKBERRYHOLLY C AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING \ � (1) PA � \` SX DEPARTMENT \ \� ` �• ' -- ° T STREET TREES: VB VIBURNUM BURKWOODII BURKWOOD VIBURNUM 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, \ �° \ S TOTAL LINEAR FOOTAGE OF ROADWAY WITH NEW BUILDING: 275 LF SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY ` \ ---- - ° p0 TOTAL STREET TREES REQUIRED (1 TREE PER 40') = 7 TREES EXISTING VEGETATION SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION \ 3g^ RTq TOTAL STREET TREES PROVIDED = 7 TREES + (1) EX. TREE (�) S Tj Existing treesonsite TTRUNOR KSOND OFF TREES SHALL BLIMITS OF E MAXIIMIZEDTHE TOSTHERFURTHES FROM THE `, \ „T %T` O�.F 4 k/RG/N/ FNIlz61 0N INTERIOR PARKING CALCULATIONS: / TOTAL CANOPY EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, (1) PY i /8 S ., q E OF NC TOTAL NEW PARKING AREAS AND TRAVELWAYS = 43,015 SF BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY / S /�C TR ° TOTAL INTERIOR LANDSCAPING REQUIRED (5%) = 2,150 SF /, DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND \ - (4) IV (1) AS ' (1) PY /� \ TR/C gClr\ TOTAL INTERIOR LANDSCAPING PROVIDED = 3,738 SF DOUBLE B13ER H SE GAUGE WIRE UCK PROTECTED. \ \\ / T , WITH RUBBER HOSE a TURNBUCKLES y (D pp \� (1) PY 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY \ / i 6 ? wFR 2°x2 HARnwoon STAKE PROTECTION FENCING W�\ TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED / 6? CO ° PROPOSED TREE J IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE T \ - ` ��� / / 3' 4� CIA �. CUT a REMOVE BURLAP FROM TOP EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS \ ¢� q� y \° IA 1/3 of BALL AS SHOWN 1 INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER Eq ^\ f A OR TREE SPECIALIST. \ c., \\ r., \ !\ / �.� �... r IMF V /� � � / � � �` \ SCARIFY SUBSOIL TO 4" MIN. DEPTH .I \ //'!' .: ' ... ��� NT 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF \\ F M _ -,' TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY T (4) AS '\ 1 01 _ , (1) PA. % I. a,,,_ \°. MULCH SAUCER FINISHED GRADE r/ PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT ~, ,-' / IN \° TREES a° TO 4 CAL. SHALL BE STAKED. TREES UP 70 ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK \\ \ ACR I OR LARGER SHALL BE AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. GUYED WITH 3 EQUALLY SPACED N /�\. ` ,, (18)V� // TWISTED, M12 GAUGE WIRE WITH HOSE 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE \ /, ° OF T AND TURNBUCKLES, LOOP HOSE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING \ _` r , - AROUND TRUNK ABOVE BRANCHES \\ + H� „ AS SHOWN, FLAG WIRES WITH THE FINAL CLEAN-UP. iT / € PROPOSE ID o�T III couRVEY TAPE. REFER T❑ SPECS II -II OR ADDITIONAL INFORMATION hrmi+° r. (2) IN DUMPSTERPAD WITH 1992 3.38\ (1) PY / > WOODEN ENCLOSURE ° ilk jJill=11 KI AMENDED SOIL MIXIF= OITH 10 X12Te-E CRETE SHEOET7 ° TCOMPACTED suBGRAnE (6) MG SE 1=1 I" \ _LL Tree Planting and Staking Detail ICI 1 v + SIZE (CANOPY (sf) QUANTITY COVERAGE 366 7 2,562 R 422 8 3,376 238 12 2,856 1" cal. 99 22 2,178 6'-8' HT, 54 15 810 6'-8' HT, 44 15 660 24" ht. min 14 62 868 24" ht. min 64 46 2,944 24" ht. min 23 62 1,426 30" ht. min 22 57 1,254 Lic. No. 035791,a 08/10/20 w4 oZ,5'ION,AT 'c_'lOVI 33,579 z O a F U0 1n TREES UP TO 4' CAL, SHALL BE STAKEDLU WITH 2-2'x2" HARDWOOD STAKES. TREES ❑F 4' CAL, OR LARGER SHALL BE O F GUYED WITH 3 EQUALLY SPACED, TWISTED, O u ALn ND TURNBUCKLES, LOOP HOSE AROUND ^� j TRUNK, FLAG WIRES WITH COURVEY TAPE tY REFER TO SPECIFICATIONS FOR uu 1� FURTHER INFORMATION f f LU GUNWIRES WITH RUBBER HOSE AND I TURNBUCKLES 2/3 UP TREE 2'x2' HARDWOOD STAKES, ALIGN TOP OF STAKES MULCH SAUCER AMENDED SOIL MIX Not T° Scale CUT AND REMOVE BURLAP FROM TOP * (5) PY z AS (1) PA (7) VB * *\ ` \ II -: II - ��_ /3 F BALL AS SHOWN (1) PY. ( ) SCARIFY SUBSOIL TO 4' MIN. DEPTH * III I� I� COMPACTED suB�RABE I III I * <" �! AS �� •'I' ��' �� r��' (�) PY 1 0 z i O En ca i m i w z 4 N r z O O - F C ] to 1 In ) to m C Q C z \ \ IRON To Scale - Tree PScale g Evergreen Not � �� �� � oUND Ever lantln 7Jet0.11 (vo)IVI X f l 2 --- No L - NOTE: LAST A SPACES LL NOT \\ - * r __ _ H LD B C I I I - COUNT TOWARD OVERALL PARKINUG °\ � / * ------ T r 1 Y _ * _ 2p �\ NOTE: VISIBILITY OF ALL MECHANICAL EQUIPMENT SHALL co I , + ENTRANCE BE ELIMINATED FROM THE ENTRANCE CORRIDOR. I� P B I F XXX ° N (6) M _ fi (4)IN I fi \ Q - ENTRANCE 562.35 0 1 ° r 56242 ! '� I 4. <� 1STUCCO \\ * ° (2o)VB PROPOSED 3,28o SF � EASEMENT �G BLOCK ��� OF MANUFACTURING/ //�� o �o S� CN r FOR BUILD( G Z (5,250 SF) , A DECK * (5) PA PROCESSING/ ENCROACHMi pJT c EXISTING ❑ \�N q ASSEMBLY/&J. € EXISTING ° Sp N 1 \ (D.B. 3919 V65) MEDICAL OFFICE * 1 FABRICATION BALLET SCHOOL \ N \ • 1 ENTRANCE SPACE (6,800SF) i FRAME WALL T�T� 562.43 (z,465 SF) BLDG. Q \ * > Z N ENTRANCE -��° w LU CONC. ENTR 560.06 I POLE ° PROP05EDTREE �`* 1 560.07 CASINGS J PROTECTION FENCING (5)VB 1 � ?©©,� J STORY METAL PLANTER S>?) STEPS' G' ° Z 0 BRICK I I I ENTRANCE o LOG. * (28,960 SF) CONC. PLANTER ENTRANCE �8 0 FRAMEUj J z S kR.S H w 1 E B \ z I * * I-------- i g AUTO u ° iE METAL LV O PROPOSED 18 i8o SF C g \ BLDG. I, (1>As 11 SPKR 1 STORY O FR I COMMERCIAL OFFICE/RETAIL Lr� / BL Q ENTRANCE RAMP BRICK n LLJ M 562.43 (12,175 SF) LA ER Source: Va. DSWC Plate 3°38-2 60- 25 EXISTING * + PAVED \ Q (� ASSOCIATES TREE LIMITS \ V County of Albemarle 083-50 * * I 1 (a) IN 11 1� 11 � •,'I 20' LU Comservatmn Plan Checklist To be placed on Landscape Plans -308 PLAT / * , } 11 it . I i GONG. EXISTING --- GONG,. z L~I (nandbogk, pp M-284-111-297 for complete specifications) I I s i - HWAY COMMERCIAL VB \ ENTRANCE OFFICE SPACE ENTRANCE 1 BOX U 1. Thefollemmaitemssball be shown on the plan: + 560.03 ��� ERCIAL OFFICE (7) \ � �- � S60.03 -� LID fl Trees to be saved, € 4 FILE - 8 160 5 F - 1 Q ® Limits of clearing (outside dripline of trees to be saved); EI Location and "of protective fencing; 0 Grade changes requiring tree wells or walls; 0 Proposed trenching or attracting beyond the limits of clearing. I. Markings: 0 All ihes to be saved shall be marked withprint orribbw at a height cleady visible to egwpment ope tors 0 No grading shall begin until the tree mmling has beea inspected and approved by a County Inspector. 3. PreConstructlon Conference: U Tree preservation and protection memares shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: 0 Heavy equipment. vebinnm traffic and storage of censtrac1ien materials including soil shall not be penrdtted within the dripiines of trees to b aav°d. 5. Soil Erosion and Stornrwater Detention Devices: 0 Such devices shall not adversely affect trees to be saved. 6. Fires: 0 Fires are not permitted within 100 feet of the dripline oftraos to be saved- ?. Toxic Materials: ® Texic maeri8la shall not be stored within 100 feet ofthe driplina of trees to be saved. S. Protective Fencing: 0 Trees to be retained within 40 feet ot'a proposed building orgrading activity shall be protectedby fencing. EI Fencing shall be in place and shall be inspected and approved by a Cowry Impectorprier te, grading or connotation. 9. T. Wells: 10 When the ground level roust be raised within the dripline of a the to be saved, a tree well abut be provided and a construction detail submitted for approval. 10. Tree WaR,, 0 When the ground level must be lowered within the dripline arm to be saved, a tree wall shall be provided; and a construction detail submitted thr approval, 11. Trenching and Tmmeling: 0 When trenching is required within the limits of clearing, it "I be done as far away from the trunks oftress as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessay, trenching will destroy feeder roots. 12. Cleanup ZI Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Te., ® Damage trees sliall be treated immediately by pruning, fertikzalion or other methods recommended by a tree specialist. NOTE: IT IS HE DEVELOPER'S RESPONSIBILITY TO CONFERWITH THE CONTRACTOR ON TREE CONSERVATION n REQUIREMENTS. DRIP LINE SNOW FENCE BOARD FENCE -_NCE CORRECT METHODS OF TREE FENCING .a mad CORRECT TRUNK ARMORING TRIANGULAR BOARD FENCE CONTRACT PURCHASER SIGNATURE (DATE) 5/3/W Page l of 1 o * 56240 I DI © o BMX i U EXIST. SAN o C7. , _ ° SEWER o Sl 5 ;'� T WM T NK _ PT B / l z � PAVED T.M. 60-25B C 2 � B °� -_ w T B LEANOU T 1 STORY (z) MG COMMERCIAL RETAIL RESTAURANT o 5ENTRANCE RA30CE I, -' ; �I 1.71 OACRES _ PO O V f 1 Q 7 `J SANITARY iII B GAS TB EXISTING UL L ~ Z I - - METER GAS STATION/ BRICK, I w Q SEWER -'Il CONVENIENCE BLOCK & IBATM LC Ul J ° (1)PY LATERAL (1o)AB CONC ° p CC I * 1 (1) IV I CP�'� I I � I � _ - STORE FRAME G AS CLEANOUT ° ° ° ° ° RAVED 5 2t3SOSF (17) IG ° * _ o (z) IG: n��. I ENTRANCE I AT g E LU (10) IV 1 1 '- -----I / I__ ii. �� ° i ..r 1 PYUi II - _. o 0II EXISTING II I E-------------' " _.-- RETAINING (io)AB , a 2 AB TREE LIMITS', �` BOLLARD OVERHANG WALL YH U C 1 i (7) GRAVEL - I---- I- - GAS PUMPS (/) (:I) BY _ CTION------------- (1) PY _ _ MW 4 Coll 0 s / SR€E I�ROTE 0 � CbNC. - VB �7) VB - FENCING STEPS FLAIL l (15) AB / / (3) -�_ � - � I iGT ,. CANOP r w / i O n • ry �. / PO 9 - 8 IG - I ,, LE � Q \/ _ ✓ ) MANHOLE A� OLE q _ � _-- 3 -- N CURB f ^ ° --- _ H TOP=568.06 0 :o oD._ _____-_'___ _ - -w - _ i� \ (I 11 CFDI FI,) O N ,,.'�Jfi l3 - THE .,. '.. .. 4�. ____ \/ NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. V. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE, vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OFTHE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE, GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY, THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY, IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY, ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE, EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY, WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET, 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VOOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOTS VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. SID. CG-12 HAND/CAP SIGN RAMP HANDICAP SIGN LOCA77ON (VAN) I LOCA 77ON FACE OF CURB OVA BUMPER- RMARPAFNE BLOCK PAIN AINTED PER WOT SPEC 11TRIP1Icac) ACCESSIBLE SPACES HANDICAP SPACE DETAIL N07E NO SCALE HC PARKING SPACES & ACCESSIBLE ROUTES SHALL BE COMPLIANT w/ ALL CURRENT ADA STANDARDS & LOCAL/STATE REQUIREMENTS HANDICAPPED SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR RESERVEPERONS. D PROVIDE PARKING ONE (1) Ry7-8NSIGN ATOEACHSHAND/CAPPED PARKING SPACE INDICATED ON SITE PLAN. SIGN WILL BE ALUMINUM PAINTED WHITE WITH GREEN LETTERS AND INTERNA77ONAL WHEELCHAIR ® SYMBOL. THE CENTER OF SIGN SHALL BE AT LEAST FIVE 5 FEET ABOVE GRADE BUT NO O HIGHER THAN SEVEN (7) FEET ABOVE GRADE. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" 0 PAINTED BLACK SET IN 12" OF CONCRETE. TOW AWAY TYPICAL ACCESSIBLE SIGNS SHALL CONFORM TO ZONE ADA REQUIREMENTS $100 - $500 FINE HANDICAPPED PARKING SIGNS NO SCALE Concrete Bumper Block IF Concrete: 4,000 P.S.L, Vibrated M Reinforcing 2 #4 Rebars, 1.5" from bottom" • 72" long, 5" high, 4" wide top, 7&guot wide bottom • (Not drNwn to scale) RESERVED PARKING VAN ACCESSIBLE $100 - $500 FINE „I I� 12" -1 11 12" �I ' 3M" holes It BM IE T"�I 72" ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 ( HORIZONTAL: VERTICAL) . WHERE REASONABLY OBTAINABLE LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. B. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS lIl. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ROAD NOTES GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERORAINS CD-1 OR CD-2 OR UD-4 S)TO BE PROVIDED AS INDICATED ON THE PLANS OR WHERE FIELD CONDITIONS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED /N ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA VEMENT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, Il, OR Ill PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WiLL APPLY, 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACT70N BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 @ 0.3 GAL./SQ. YD,). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY, ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. TYP. NO. 8, 89 OR 9 AGGREGATE IN OPENINGS BETWEEN PAVERS EAGLE BAY AQUA BRIC TYPE 4 "L" 3-1/8" THICK FOR VEHICULAR TRAFFIC BEDDING COURSE 2" THICK (TYP. NO. 8 AGGREGATE) 4 FILTER COURSE (VDOT No. 57 CLEAN STONE) OPEN GRADED, CRUSHED AGGREGATE 12" RESERVOIR COURSE (VDOT No. 2 CLEAN STONE) CRUSHED AGGREGATE BASE COURSE TENSAR TX-5 TRIANGULAR GRID, OR EQUIVALENT \�/\ COMPACTED J SUBGRADE PERMEABLE PAVERS NOTE: 1. EACH LAYER/LIFT OF NO. 2 AND NO. 57 STONE REQUIRES A MINIMUM CENTRIFUGAL FORCE COMPACTION OF 53,000. 2. CONSTRUCTION & PREPARATION OF PERMEABLE PAVERS, STONE BASE AND UNDERDRAIN SYSTEM SHALL BE IN ACCORDANCE w/ MANUFACTURER SPECIFICATIONS. Z4" PERFORATED RIGID PVC UNDERDRAIN SYSTEM w/ POSITIVE SLOPE (1% MIN.) BENEATH PAVERS. NOTE: OUTFALL PIPE(s) OUTSIDE OF PAVER FOOTPRINT SHALL BE RIGID NON -PERFORATED PVC PIPE(s) SLOPED TO DRAIN/DAYLIGHT (1% MIN.). PAVEMENT DESIGN NO SCALE NOTES: T.. BECAUSE THE SOIL UNDERNEATH THE PROPOSED LOCATION OF THE PAVERS IS FROM PREVIOUS CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL CONDUCT A GEOTECHNICAL INVESTIGATION OF THE SOIL UNDERNEATH THE PROPOSED PAVERS AFTER FINAL GRADE HAS BEEN ACHIEVED TO DETERMINE THE INFILTRATION AND CBR RATINGS. CONTRACTOR SHALL PROVIDE THE ENGINEER WITH THESE RESULTS PRIOR TO ORDERING AND INSTALLATION OF THE STONE BASE FOR THE PERMEABLE PAVERS TO ENSURE AN ADEQUATE DESIGN. 2. ALL OPEN GRADED STONE LAYERS SHALL BE CLEAN & DOUBLE WASHED IN ACCORDANCE WITH DCR REGULATIONS. "CLEAN" STONE 15 SCREENED TO SIZE AND THE BULK OF THE FINES/DUST IS REMOVED, BUT THERE IS STILL DUST ON THE STONE. "WASHED" STONE 15 WASHED THROUGH THE SCREENING PROCESS AND/OR MANUALLY WASHED. 3. WHERE UNDERDRAIN CLEANOUTS ARE PROPOSED WITHIN PAVED AREAS& ARE SUBJECT TO VEHICULAR TRAFFIC, CLEANOUTS SHALL BE ENCASED IN 018" CONCRETE FOR THE UPPER 24". THE CLEANOUT FRAME & LID SHALL BE CONSTRUCTED OF CAST IRON, OR A SIMILAR MATERIAL THAT IS STRUCTURALLY FORTIFIED. 2" SM-9.5A SURFACE COURSE 2" SM-9.5 SURFACE COURSE 3" BM-25 BASE COURSE (1M-19) BASE COURSE //�� �i/�// ��\ /�\/����\/ � /�/ \�� \ SUB BASE COURSE \D //�\/\//�\/j ENN // / COMPACTED SUBGRADE COMPACTED SUBGRADE ASPHALT PAVING - LIGHT DUTY ASPHALT PAVING - HEAVY DUTY PARKING SPACES DRIVE AISLES NO SCALE TOP OF - CURB �2" R s^ `VDOT #57,#68, OR #78 STANDARD CG-6 STONE BASE UNDER CURB CURB & GUTTER &CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. CC-12 NOTE: COMPMENTS OF CURB RAMPS CONSIST OF THE FOLLOWING; HYDRAULIC CEMENT SDEWA.K (DEPTH IN INCHES. AREA IN SDUARE YARDS) GENERAL NOTES; DET'TEECrTABBLE WAARRNING SURFACE IDMEA INN SQU c viRDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES, EACH OF THE ABOVE ITEMS 15 A SEPARATE PAY ITEM AND SHOULD Y. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED EMT FOR SE SUMMARIMED FOR EACH CURB CUT RAW. DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SKNL MEET SDEWAL RAMP I.1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CC-12 DETECTABLE 471 MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. \. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED LUNOLRHICALLY WITH RAMP A• FLOW OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH SLOWED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWSE BARS SO B THAT ADJOINING FLARED SIDES CAN BE CAST N RACE AFTER PACEMEM OF NH, MAX PRECAST RAMP FLOOR. PRECAST CONCRETE SMALL BE CLASS A-4. TYPE A 5. REQUIRED BARS ME TO BE NO.5 X B" PLACED 1' CENTER i0 CENTEP ALO`IC BOTH GOES E OF THEE/RAM FLOOR, MD -DEPTH OF RAMP FLOOR. MINIMUMPERPENDICULAR CONIC 6. CODS / CURB AND BITTER SLOPE TRANSITIONS ADJACENT TO CURB RAPS ME INCLUDED IN PAYMENT FOR CURB I CURB AND GUTTER. 5'MN M ]. CURB RAMPS ME TD BE LOCATED AR SHOWN ON TIE MS ON ASDIRECTED BY THE ENGINEER THEY ME TO BE PROVIDED AT NIFRSECTIONS WIEREVER 12;1 M '' CR CROSSES C ROUTE WITHAL THE WHET ER WAY OF A HIGHWAY EMIN FACILITY CROSSES IS CUM REGARDLESS OF WHETHER SIDEWALK CS RIM CROSSWALKS OSSWALK ED. OR NONEXISTENT. THEY MUST DIRECTED LOCATED WITHIN PEEESTPoM SHOULD HOT AS SHOWN ON RAPS OR AS STOP LID BY THE ENGNEER, MD SHOULD NOT TYPE B DE LOCATE; BEHIND VEHICLE AMC LINES, EXISTING R.1 PULES. FRE ACCESSIBLE DROP ANTS ETC. ADCESSBLE POND ES PATH BE A TING AL WS PARALLEL UNOBSTRUCTED STAPLE, FNMA MO SUP RAT CANT PATH APPROACHED. ENTERED ALL AND USED ELEMENTS OF A FACILITY THAT CM BE APPROACHED. ENTERED ANC, USED BY PEDESTRIANS. l,G•",y4v+ .,�+ M 7 2' & RAMPS MAY SE PLACED ON RADIAL OR TMGENTIK SECTIONS PROVIDED THAT .IV�IK'MiL' l THE CURB OPENING IS PLACED WITHLIMITS OF THE CROSSWALK AND T THAT THE SLOPE AT THE CONIECTON OF THE CURB OPENING IS 1A�V't'l 12'I PERPENDICULAR TO THE CAN. y, Y .W, X �� 9. TYPICAL CONCRETE SIDEWALK IS 4" THINGS. MEN EN THE ENTRANCE RADHCAANOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK EF TRAFFIC, RIPER TO STMM OD CC-15, COMMERCIAL ENTRANCE IHI Y AT Y . Y' NIGHER THAN TRUCK TRAFTK)FOR CONCRETE DEPTH. T EDGE OF PAVEMENT 1D. WHEN CURB RAMPS ME USED IN CONJUNCTION WITH A SHARED WE PATH, \ AT XX ,SME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHRED USE PATH. 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL). TYPE C A 4A 4' LANDING AREA SHALL BE PROVIDED TO MNEUVER A WHEELCHAIR NIO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' • 4' PARALLEL 11, PERPENDICULAR LANCING AREA MAY INCLUDE THE MATTER PM. 12. ALL CASES WHERE CURB RMPS INTERSECT A RADIAL SECTION OF TRUNCATED WALE 9a COIN AT ENTRANCES OR STREET CONNECTIONS THE DETECTIBLE -y .e"4.4 C-C WMNNC SURFACE SHAM HAVE A FACTORY RADIUS OR BE FBLD O O O O O -HOOFED M RECOMMENDED BY THE MANUFACTURER TO MATCH THE BK.N OF CURB. D O D O ; O O D O O D O 0 0 0 0 0 D 0 0 0 0 0 0 -E LMDNG RMP + O O O O O O O 0 O O O O O O O o 'y o 0 D o 0 o 0 0 0 D O 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DAR O O O O O O O O O O O O O O O 5OX-65Z OF BASE 01 o 0 0 0 0 0 0 0 0 0 0 0 0 00 AETECTABLE WMNNG AT BACK OF WRB 9"-1A" VARIABLE FULL WIDTH OF RAMP FLOOR SEE NOTE 12 B E PpT Et DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL XVLOC3T sPECFICAnON ROAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE DEFERENCE SHEET I OF 5 REVISION DATE (GENERAL NOTES) 50s 203.05 07/15 VRCINIA DEPARTMENT OF TRANSPORTATION CG-2 1. NOTES,HISMM MAY BE PRECAST W CAST IN PACE. 2. CONCRETE TO BE (SASS M F CAST IN RACE, OW PS F PRECAST. 3. CUM HAVING A NABOBS OF 3W FEET OR LESS CIS OF CURB) WILL BE PAID FOR AS WINECARL A. THE BOTH OF CURB MY BE REDUCED AS MUCH M 3" 05• DEPTH) OR NCIEASED AS MUCH AS T R21" OEPTHT IN ORDER THAT THE BOTTOM O COMB WLL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWSE THE DEPTH R TO SE W AS ENGINE NO ADJISYMENr N THE PACE BD Is TO BE MALE FOR A DECREASE OR AN IMMENSE N BORTH. 5' THE2REOUREMEENBE t9BFOR CON O-0 AS SHOWN N ON MANUAL. IN TW (SECTION ON CID EMU N STADBS'NDAARDSS. ACCEPTABLE ALTERNATIVE F CURB IS EXTRUDED STANDARD 6" CURB VIRGINIA OEPMTMENT OF TRANSPORTATION NO SCALE (5' MIN.) 4" CONC. 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE A 4 I ,PEMRMESBLE CONSIST. A s-J SEE BEET 7INT TRUNCATED OFE4 FDA DETAILS TANGENT PLAN sro. W-2 I,_W,. s'-P' BACK CPC 12 r 1 U 2D :1 SECTION A -A NOTE: FOR GEERN. NOTES ON ME DETECABLE WMNNG SURFACE. SEE SHEET IDF 4. GR 2. 2A PARALLEL APPLICATION TYPE C At PERPENDICULAR ROADWAY WADE N PERCENT VI 1. RANT LENGTH M GF£T e CURB G" CANS 0 2 4 1 2 5 4 5 3 6 4 G s s D G x ] J 6 B 5 5 NOTE THE REDNRED LENGTH OF A PARALLEL RAMP R LMITEO TO 15 FEET. REGARDLESS OF THE SLOPE. NYLOPLAST DRAIN BASIN WITH DOME (FOR DETENTION CELL) (1,2) INTEGRATEDDUCTILE IRON GRATE TO MATCH BASIN 0.0, MINIMUM PIPE BA RAL DEPTH PER PIPE MANUFACTURER (3) VARIABLE INVERT HEIGHTS RECOMMENDATION AVAILABLE (ACCORDING TO (MIN. MANUFACTURING PUN^YrAKEOF1•) RED. SAME AS MIN.SUMPI (5) ADAPTERANGLESVNdABLE 0' -300' ACCOMgNGTOPLANIS Lic. No. 0357911L 06/02/20�� &InATAT (3) VARIABLE SUMP DEPR1 ACCORDING TO PLANS YHA (AMIN.ONANUFCTURNGR3P ( I) VARIOUS TYPES Of INLET D OUTLET ADAPTERS Ir'0� OMINON8'-2X' BASED ON MANUFACTURING RED.) AVAILABLE: P-3D'FOR CORRUGATED HOPE lilNi B MN OIN W (ADS W MANCOR DUAL WALL, AOSINANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SOR 35), PVC DO (EX SCH 401, PVC C9OQ'C909, CORRUGATED 6 FIBBEO PVC WATERTIGHTJOIM (CORRUGATEDHDPESHOWN) 5--30 FOUNDATIONON NOTE1NL5 SHEET FOR DETAILS OF THE REINFORCEDCONCRETEFO CONCRETE FOUNDATION BEDDING S,SLLSHALL BECOMPACTED Z UNIFORMLYIN ACCORDANCE WITH A5TA022, O CONTRACTOR SMALL CONFIRM FUSER INSTMELAROM ONTRCT RNMALLCONFIRMFUSAUATON MEETS MINIMUM MANUFACTURER SPECIFICATIONS. Vd / U V t - 6•-IPIXIMETiRArEa sNUL3E DICTYt (RCN RA ASrMP5'16 LIT GRADE TOb62d, 11J 2• r'A lo•00E 6MlEs FRONTO THEORW 8 swITNTHE ME CPA B0DYPMTQTOP. 5FE0MVMGW,1RWH CQ5, 2-DIMS.. RLTv3ECDSamFOFACNRw VER TOHFI MIS wN1i OI6ClWE65UBEO MAT,ER N(MACH DRAWN BY VIC MATERIAL 31"VERPNAA4E O Z DETAILS. 0.16ERSARE FDIBA9N8OJEA NrtCPIAST HASPROWBErARYMGMs. THE RECEIPT NNDRD.GA m510 O 01. WE NEEDED N'WETOSHPPNG NOHNOIMNA.+iTAEW IDEECCYEEaSEMI OR P059E590NOFT SPNMODEs NVTCCNF6y DATE 4345W0 TMN.4EIOCFENTOFA ENDFOF9RMdI1TURHN EMisnew iAXRTWO0 In R IHRIIX[PoXNT'(KAa>>1N)uRDIDFIEFLOS1P2SSM RC. OiM9NWFDOEWUTFAIHILroLAA )OJ, A6-.AROWASIER]1SMP,V2PfNNRIOTAPELffiO.RT6E$1C2CPCN 1E?IMCN INFORMATION SHOWN MEgEN AEv450aY aSt wNylu KIXFApSNN SOHONItM4•WT-fEDIUTMNR3GT MR TOGRNl H B MNFAC NTVH mU TO5ANND.1CeLOPl NE CONTAMFDXEREIN.OMNUFACTUREBAN+ DATE II>9>13 ORINWYNWWN OfLE BETE K NNMJMMGIE BETWEEN AOMTERS�NMNNGNDAO>1160N, ARTICLE XEREiAl11.PoRTXEdSODWEETOOTMFNB WDNBFEC INBTALLADONDETAB u O-O'•]P DOMEGRAIESNAVF NOLOAO Mi1NG ISFOMCOEN.EXCET3Y3PECIRCYINTTEN PE FROM T DWGSIZE A SCALE ENO e1EET tat OWGND. TNT-110.N] REY c PMn x 2499CGS Uj APPROK DRANNEA=iN.W 50IN APPROK WEIGHT WRR FRAME=IN,0O LBS 1I M.ENSIONS ARE FOR REFERENCE ONLY ACIl AL DIMENSIONS MAYVARV DIMENSIONS ARE N NCNES MATERIALS RIA$H RATING PUNT: C STINGSALBSNNLCONFORMT0A47KPAINT MOET06005 PAINT: GDEVICE AREABLEU ON NfiiASTAO(PAINT LOOKING DEVICE AVAILABLE UPON FEWEST SEEDRANINGNO, ]OUT-11W21 Y= w � IITE11 CR055WOLK� TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP THE SELECTION OF CURB TYPE AND THE CMIGURA M Of THE UTILITY TRIP MAY VARY T MET EXISTING F OND7ONS ME S M 0 E E SILO C MO ES ARE HOME'S PROVDINC THE DWHSIgd 4VD SLOPES ARE 0.5 NOTED. 43Y.A: m 1== 2 ' AT X,2" HIGHER THAN EDGE OF ATXX SPNEEASHTOP DF CURB THIS COMBINED (PARALLEL x PE PCXZULARI DESIGN FOR ALTERATIONS CM BE USED WITH AD)OHNG BUFFER STRIP. LADM AT BOTTOM OF TWO SEWING SEES WITH 60" X 60" WN. DMENSIONS THE SHORT PERPENDICULAR RUN TD THE STREET M CSE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK MITX A. SIMF/&E. CG-12 DETECTABLE WARNING SURFACE TYPE C (PARALLEL IPERPENDICULAR) APPLICATION 05 fi02 VIRGNA OFpARTMENT OF TRMSPORiI,iMN H 1 I X 27-A4' MIN - 2BY4" MAX RAIL HEIGHT 8,.3,. B,_;., S-1Yi 3'-11/j, 3,_1�„ 3•-p/z„ T N N N W1 N NN NMN II , xH .vi I I I I I I I GR-2 GR-2A IS.-N. POST SPICING) (3'-T/j- MST SWING) MAX DYNAMIC DEFLECTION • 3' LUX DYNAMIC DEFLECTION 2' NOTES: OUMWAL SHOWN ON PLANS AIDE APPROXIMATE MCAN BE ONLY MO CAN BE ADJUSTED DURING CONSTRUCTION F AND ON ECTED BY ME ENGNEER. FOR WTA1_5 OF POST AND BLOLKWTS SEE SHEET W. SOWS. • USING H OR-2A METHOD X MPNo NO Cfl-2A METHOD USING NESTED RAT USNG BACK OF FOR DETAILS OF RAIL MaENT RAIL SPUME JOIN. AND RAIL ON BALK OF POST ASSWMTED HARDWARE SEE 91EET JOE 501.01 AV0 501.02. F WREN NESTED RAIL ON ADDITIONAL RAE B PLACED ON BACK OF POST ME ELEMENTS ARE FURNISHED SHOP CARVED FOR RADII FOR M-2A THE POST SPACING WILL BE 6"J". BETWEEN 5 FEET AND ED FEET. ALL CUARURAL POSTS SHALL BE SET PLUAB. PQ�T SHILL NOT BE GEL WITX A VALUATION OF MORE TXM PER FOOT FROM TICAL. W-BEM, BLOCKWTS. AND POSTS STALL BE SET MnD "NED WITHOUT ALTERATION OR FORCE.AS PER SECTION 505 OF THE SPECIFICATIONS. ALL M-2 AW GW2P RAIL SHALL BE 4NNTANEO AT A HEIGHT OF MIN - 2BjG" MAX M MEASURED PER STANDARD W-IDS. ALL W-BEAM RALS SHALL BE LOPED N THE DIRECTION OF VEHDULAR TRAVEL FOR THE FNSHED ROADWAY. THE OPTIONAL OR-2A METHODS OF NESTING THE RAT AUSE OF AN ADDITIONAL RAL ON THE WINOF THE POST FOR STANDARD GR-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. FLARE RATES DESIGN SPEED INSOE SHY LINE BEYOND SHY LINE MPH SHY LUXE LS RARE RATE FLARE RATE 70 9' 30A 15.1 6o B' 21P1 141 50 6.5' 211 1U1 40 5' 16N BID W 4' UH 71 1PV.PIIV YMINUM FLMC 11MIL FOR SEMI BARNET SYSTEMS ROM AND �� STMOMDS ROAD M`BRIW�S MORNS A COPY OF THE ORIGINAL SEAEO AND SGKD DRAWING IS ON FILE N THE CENTRAL OFFICE. STANDARD BLOCKED -OUT W-BEAM GUARDRAIL :Nswry DATE 1 SHEET 1 7 1 SHEET 1 Gc z REVISION DATE (STRONG POST SYSTEM) 201.01 WI.O4 °Alt VRMIA DEPARTMENT O TRANSPORTATION 1 +a e2aw TATTER N VMICH W1 'ME RECEIPT MAMA BY k96 WiWA, evTvuNAAeE 9 V. GGO. W IN10 DESNG'CwPj DATE M-0O DHKTU MON PHN IPc19lJ.2MB pf TPE OF Nyl0 last AKPI-NIF v "I"lpp"s REW6EDBY FBC PEW,, ,WME TRUE I MAMANFPEN ORWWI :TJREa Nn A-064RE TO OTHERS DATE MINN aW DAUDARD DR.ANALBEwLr.TrFEe ICwRRT�eM0.V OIYGIME A SCALE 1110 ;HEN tOl MOM INI-11.11 ACV e cc-e NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST N PUCE 2. CONCRETE TO BE CLASS AT B CAST N PLACE. 4000 PSI IF PRECAST. 3. COMBINATION CURB M CUTTER HAVING A RADIUS OF ,TOP FEET OR 1F13 (ALONG FACE CF CIARBI SMALL BE PID FOR M RACIAL COIBIMATION CAR E BUTTER. 4, FOR USE WITH STADLDW OPEN -GRADED MANAGE LAYER, THE BOTTOM OF THE CURB L GUTTER UDAME SE TOOT OFM COPE WAS HMO THE THE PAVEMENT. I. ALLOWABLE CRITERIA MR THE USE OF CD8 IS BASED ON ROADWAY CLASSFICATMN AND DESIGN SPEED AS SHOWN N APPENDIX A OF -2• R THE ROM( DESIGN MANUAL IN THE SECTKIN ON CS MEAN STANDARDS. D, PIT D • D D D D � `�ARnoR r COMBINATION 6" CURB AND GUTTER We W2 VIRGINIA DEPARTMENT OF TRANSPORTATION I I A-1 .. STEER IPPROICX salE 9MFACNG a m m m I AS MARLINE ACTION" ISEE NOTE 61 s4DWN ON RANs1 G C r SHOWN To BE AS sMIN I ATGUTITER WN RAPS) W41l NOTE TI SDEWILL ME NOTE M I aPTDM "" NODE WIDTH 'IT T-0" Be AS MAINLINE ROADWAY sHoxW ON TYPICAL SECTION A-J PLAN VIEW MNNI.RE ROADWAY SLOPE G'PARABOIC WAVE OOPPBOBONN. iIED.OW ULLfEON SL III MM. m D BLNE CHARMS - ---- U YMN.PE ROADWAY ---- ---- ---- WX MAX. Is ---_D SLOPE CHANCE - 20'MMTJM FOR D B'YN. COMMERCIAL ENTRANCE ® CORTINUCT GRADE CHUEES WITH A PARABOLIC CARVE. SECTION A - A -<.i. 4 ---jl} SECTION C-C A ROM AND BRIDGE STANDARDS MERIN DATE SHEET 1 OF ' zoL03 CC-11 GENERAL NOTES L WHEN CG-11IS USED FOR STREET CONNECTIONS THE CONNECTION MART K DESIGNED IN ACCORDING WITH MSHT0 POLICY AND THE MPJCABLE REQUIREMENTS TIE VWT ROM DESIGN MANUAL.INCLUOINC SIGHT DISTANCE REDMEMENTS. 2. WHEN THE ENTRANCE RADB CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRACK TRAFFIC, THE (RO N FOR 9"" 4 COMB RAPS WITHIN THE LIMITS OF THE RAMAN]LLD BE NCIEMSED TO T". 3. WHEN USED IN CONJUNCTION WITH STANDARD W-3 OR AD THE WRB FACE ON THS STANDARD 6 TO BE ADJUSTED TO MATCH TIE MOUNTABLE OURB CONFIGURATION. 4. SEE STANDARD W-U FOR DNB RAF DESIGN TO BE USED WITH THIS STANDARD. S. OPTIONAL ROWLNE MY REQUIRE WABWG OF A PORM OF BITTER TO PRECLUDE FINDING O WATER. ENTRANCE NOTES IF PLANS ARE TU INDICATE WHEN COXSTRUCIGN OF A ROW LIE IS REQUIRED TO PROVIDE POSITIVE MANAGE MAKES THE ENINNGE. T. MALME PAVEMENT SHALL BE CONSTRUCTED TO THE RAW LINE (EXCEPT MN' SUBGRADE STAE UZATM REOARED FOR MANLNE PAVEMENT WHICH CAN BE OMITTED N 11E ENTRANCE.) B. RADIAL. CAB OR INN MBM MRS AND GUTTER SHML NOT BE CONSTRACM BEYOND THE R, LIRE MOT FOR REFUCrMEW PURPOSES. 9. THE QEL"An" ND MAXIMUM!EMRMCE OR/DE CHANGES 9• ME USTED N THE ALLOWABLE ENTRANCE GRADE TABLE. THESE VALUES ARE MOT APPLICABLE TO STREET WMNECTONS. ALLOWABLE ENTRANCE GRADE CHANGES ENIXANRE VOLUME BRIDE CNMLE 'P' DESMABLE MAJO HOH MORE TWN 16G0 VPD OIT 3% MEDIUM 5W-1500 WO 53X 6X LOW MIT MAR ENDS VPE, sex ex ruML, Jq"UCABLE TO STREET WMEc:lIX6, NUT CONNECTION FOR STREET INTERSECTIONS 50s SORT COMMCIAL ENTRANCES VIMM DEPARTMENT OF TRANSPORTATION C7 W N W 0 CD to W U1U) LL] zUj � U) l mosmi LL] V 0 O O N U z Q Q Q z 1 W I� 0 J J LU H-4 a Uj LU 0 fn �U/ 06 Uj J Lu a z U C� CG G 0 U 0 0 `_ J N r JOB NO. 192171 SCALE N/A SHEET NO 6 G5 502 WE TACK COAT THE PROPOSED CONSTRUCTION JOINT EXI31lC ASPHALT LAYERS PROPOSED ASPHALT LAYERS ExISTNCSUSSASE PROPOSE. SUEBASF _ - COMPACTED --- CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSE. ARAM: MMONG LAYERS ® PROPOSED MINIMUM IV NCH THM AGRIkT SURFACE COURSE (SEE NOTE 5) : MNIMJM 12 INCH OR GREATER AS NECESSVEY TO ARE THE FALL TNCNNESS OF POSTING ASPHALT LAYERS AS DETERMINED B1A CORES ME NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENNG SHOLL HAVE A PAVEMENT OESON IN ACCORDANCE WITH CURRENT VOOT PROCEDURES NO BE APPROVED BY THE E.G.. 2. THE PAVEMENT DESON FOR ASPHALT PAVEMENT WIDENING SHALL MET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EMSTNG PAVEMENT. SIESURFACE PRONOUNCE OF THE EXISTING AND PROPOSED PAVEMENT MH INEM B E AEDMOSSED THE PAYMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAMN &ONG THE CENTER OF THE ADYCENI TRAVEL LANE TO DETERMINE TE TYPE AND THICKNESS OF E, ING PAVEMENT LAYERS. THESE CURVES REAL IE SPACED NO MORE THAN 500 FEET APART. A. TK ADJACENT TRAVEL LANE SING BE MWFD A WNMMM DEPTH OF IV, IWAND REPLACED WITH AN ASPEKT SURFACE OUTSIDE TO WATCH THE PROPOSED PAVEMENT WOENNG SURFACE COERM UNLESS WAVED BY HE FIYGIHESOUTSIDEER. S. THIS ETGNME MAY ROORE THE WILLING DEPTH OF THE SYMONS PAVEMENT TO BE AOJOSTED TD ACHIEVE NI ACCEPTABLE PAVEMENT CROSS -ROPE AND EFFECTIVE SURFACE ORANAI E. EXISTING PAYMENT MARKINGS *0 MARKERS WITHIN THE PROJECT UNITS SHALL BE RESTORED SUBJECT TO THE AYROV L OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHILL CONFORM TO THE REQUIREMENTS OF SECEDE 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JUNTS AT TIE-IN LOCATIONS SHµ- EL TESTED USING AID FOOL STRAtlREDOE N ACCORDANCE WITH THE REQUIREMENTS OF ACTION SIR OF THE SFECIECATNINS. I a EE E STMIDA®s ASPHALT PAVEMENT WIDENING ROAD AND;tME SHEET I of + REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC S ]U]AIZ I VWGIHIA DEPARTMENT OF TRµNORTAIHCN Rivanna Water& Sewer Authority (RWSA) General Water & Sanitary Sewer Notes i. All materials and methods of construction shall comply with the latest version of the General Water and Sewer Construction Specifications as adopted by the Albemarle County Service Authority on January 15, 1998, except as modified below. 2. All construction materials and methods of construction must be approved by RWSA prior to the start of work. A preconstruction conference with RWSA is required priorto the start of work. 3. The contractor shall be responsible for notifying Miss Utility (i-Soo-552-7001). 4. RWSA Engineer (Victoria Fort at (434) 977-297o ext. 205) shall be notified three business days priorto the start of construction. 5. All work is subject to inspection by RWSA staff. No tie-ins to the existing system shall be made without coordination with and the presence of RWSA staff. No work shall be conducted on RWSA facilities on weekends or RWSA holidays without special written permission from RWSA. 6. For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the existing system. All doghouse manholes must be pressure tested before a connection is made to the system. 7. The location of existing utilities as shown on the plans is from data available at the time of design and is not necessarily complete or accurate. The Contractor shall be responsible for the verification of the location size and depth of all existing utilities both surface and J P 9 J subsurface. The Contractor shall immediately notify the Engineer of andiscrepancies between the plans and field conditions. The Contractor shall use due diligence to protect all utilities and structures from damage at all times, whether shown on the plans or not. Damage to any existing utilities shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 8. Erosion and sediment control facilities shall not be permitted in the RWSA easement without special written permission from RWSA. No grading or filling shall be permitted in the RWSA easement unless permitted otherwise by RWSA in writing. 9. No blasting shall be permitted within too feet of RWSA facilities without written permission and RWSA approval of the blasting plan. Ground monitoring during blasting and a pre -blast survey may be required. For blasting within ioo feet of any operative RWSA sewer lines, bypass pumping and/or pre- and post -CCTV may be required. RWSA may also require certification from a licensed professional engineer stating that the proposed blasting will not damage any RWSA facilities. Damage to any utilities due to blasting shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 1o. The contractor shall observe minimum separation requirements for utility crossings. When a crossing is made under an existing facility, adequate structural support shall be provided for the existing pipe. The area of the crossing shall be backfilled with compacted 57 stone to the spring line of the existing pipe. 11. New water main installations shall be tested, chlorinated, flushed and water samples approved priorto making any permanent connection t0 the public water system. Approved methods of filling and flushing new water mains will be required to prevent any contamination of the public water system. 12. All easements for new RWSA facilities shall be recorded prior to placing the new facilities into service. 3.3. No permanent structural facilities will be permitted in the RWSA easement. This includes building overhangs, retaining walls, footers for any structure, drainage structures, etc. 14. Trees are not permitted in the RWSA easement. DEN BOARD DSTER ENCLOSURE INFORCED :PAD CONCRETE DUMPSTER PAD w/ BOARD ON BOARD DUMPSTER SCREEN NO SCALE JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC, SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES -$ �10' $ WATER SEWER 3 z Ic Te E LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WI➢THS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER' 30' MINIMUM WI SEE PART 3, PARAGRAPH ➢H SEPARATION OF WATER & SEWER SYSTEMS, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NITS FIG. W-1 TD-1 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS oI AS DIRECTED. MARKER LOCATION MAY BE SUBJECT ;,. TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE 0 II ADJUSTABLE VALVE BOX W/ LIO II z u s 2 NIP M.J. GATE VALVE WATER UNE 4 2500 P.S.I. CONCRETE _.8 4 2'x 2' BEARING AREA. THRUST BLOCK,Q o. a AS e. 4 a e NOTE : IN REMOTE AREAS. VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE HITS FIG. W-5 TD9 8'x12' CONCRETE SLAB 7" THICK SLOPE TO DRAIN TO GUTTER 3000 psi @ 28 days (min) CLASS A3 CONCRETE WITH 6"x6" W2.1 xW2.1 W W F AND BROOM FINISH h�Z 41lg,Ti ,Y!f;Y!� x!�7SI�Y!h���:Will PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YO. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4° 14c 6" a5 2.00 2.25 2.80 0.15 2.00 2.25 2;50 0.15 221/2 1.50 2.00 2.52 O40 11 1/4 t.50 2.00 2.50 0.70 90 3:66 3.16 3.21 0.48 6. 45 2.66 2.66 2.77 0.26 221/2 1.66 2.16 2:69 0.13 3.16 2.91 266 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" @ 12 " 45 3.33 3.58 2.95 0.43 3.83 4.00 283 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.Bd 0.18 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST .PIPE CONNECTED TO THE MANHOLE, 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE, 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET, SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF Li MAIN LINE SERVICE LATERAL SECTION 45'0'0" IN UNE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. 5-2 TD-31 4. V 1 O'x12' CONCRETE SLAB 7" THICK SLOPE = TOWARDS PARKING LOT 3000 psi @ 28 days (min) CLASS A3 CONCRETE WITH 6"x6"W2.1xW2.1 WWF AND BROOM FINISH 1/8 SEW 6" NOTE: RESTRAINED JOINT FITTINGS. Side Mew 42" Minimum Cerkiflaation of 95% compaction required G Galvanized Steel Beam, W12 x 14 (min. size) 3' min. penetration into undisturbed soil , or as approved by the ACSA. TYPICAL THRUST BLOCK IN FILL AREA Mrs FIG. W-3B TD-5 DUAL SERVICE SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PI uI •' �'MREiF54M . 31 MALE PIPE COUPLING PRECEDED EQUAL FOR USE ON ATTACHED SIN0.E FAMILY RESIDENTIAL SERVICES OR DUAL RESIDEWBAL ANp IRRICAnw snWDEs. 2' '• "'WPRFSSINI a 3/•' MALE IN CWPLNG PREmM1:o Eauu TOR USE ON DETACHED yNGLE FAMILY MWENTIAI. SERVICE WHERE AN RADIATION nFIER Is NOT PRODDED. TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A M FINISHED GRADE TI=1 TRENCH ° /REDUCER p Y W _f -2500 P.S.I. CONCRETE THRUST BLOCK - - - - - - - - - - - - - - s _ �' UNDISTURBED SOIL E 19 MN PROFILE VIEW} UNDISTURBED SOIL - EDGE �^ __- OF TRENCH 2d MN. - - - - - - _ - - - _ - �° �_ - - - _ a ' REDUCER g' MN A. ♦- i 2500 P.S.I. CONCRETE THRUST BLOCK W 8" MN - - - - - - - - - - - - - - - - -- n �_ - - _ - - _ - - - UNDISTURBED SOIL - EDGE OF TRENCH •° 24" MN NOTES: PLAN VIEW NOT TO SCALE NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. TYPICAL REDUCER THRUST BLOCK NTS FIG. W-3D TD-7 SO E _w N FS N rcWC i \ T LE U� VS �_ E I+1 m, a II�III JLL OO fh ES EL �x �I I� Na E �U OIL II V w ENS m � U. 9 Ci- oEo-y E o f oEx O $ ED WEC ND Ew Nu NI")0. ED n Ed O� m� a x E 'CT_T `w o E0 E Ems. �E M E �m ON r7 _ n u F) M w NE �E �E yu �Om ND Q �I T I o �-., so I-, I_ E E o f 0 S ,-, E o E W OON \m E m, ',+Nm �,�. a m f•n ',E,3- w N- n N N 0N'J ME. 0 0 TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-1-D TD-29 FRAME & COVER (SEE FIG. S-I-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA"--' MAX 2'-0" RUBBER COATED STEEL MIN STEPS CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS 1�IN "0" RING SEALS . 16" MAX MINIMUM ELEVATION _" IT DIFFERENCE ACROSS M.H. 5" 4'-0" 5: FROM INLET TO OUTLET SHALL BE C.20 FEET. DEPTH OF FLOW CONCRETE VARIES FILLETS CHANNEL TO BE 3/4 DIAMETER OF , CONTRIBUTING _° SEWER. T °• 12 A FILLETED INVERT OR A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. 5-1-A TD-25 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD, LENGTH OF BRANCH VARIES 6' MIN 2' 10 10' (270'] 18"-22" ALVE BOX 7 CU. FT. q68 STONE 42-MIN ;'; _ 6" GATE •, ., VALVE 6- -TEE 2500 P.S.I. CONCRETE ® '� BASE AND THRUST BLOCK AGAINST SOIL. REED STABLE SOIL STEEL PILE RRR\\\\\\ WHEN THE SOIL IS DISTURBED On� WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL. IN ADDITION TO POURING CONCRETE. A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAIUNG GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.6. FIG. W-4 TD-8 s COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES 5/8"-1" METERS NTS FIG. W-7 TO-13 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL .BACKFlLL BEDDING B STONE 4 STABLE SOIL ROCK " SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION a HMI - INITIAL BACKFlLL 4JMI UNSTABLE a e' B" e' $OIL\ MIN MIN. - MIN MIN. #66 STONE -` RANULAR FILL AS - -APPROVED BY ACSA . \ 5 A-L SOL OR OCKl Z STABLE SOIL OR ROCK , NOTE : 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2.N0 ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFlLL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4.NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 Lic. No. 035791,E 06/02/20�� \ �SlnArni �i CD W N 00 0 CD � J ti ZMCID co CN N c� VJ/ I z I� CD CD U- W N W >LU LI z ZJ G � > 0 LU J U) ® w J 1� oL9 -J LIU LU Q Q 0 06 Z I..I..I U cn W J Lu I Y Q o w U z U) W Z Ul 1.-7 2: LL 0 U) F ,.0/ V C� O PI N , ^ L / J I~-H G (V w I ru w CL En JOB NO. 192171 SCALE N/A SHEET NO. 7 STRIEX PARKING LOT EXISTING MANHOLE STA. 10+00.00 -70 1 570 �6- 565 RUNE TO BEND BENEATH 1-'-'--- INGz4"STORM PIPE i SING AT APPROX. 560 RACTOR TO VERIFY SING � 560 N 560 CONNECTTO EXISTING FIRE HYDRANT ASSEMBLY WATERLINE WATT NE WI 6"-45"BEND T. T.S&V. 6"-y5°BEND J 5 5 5 LATERAL TO BE REPLACED W ITH5 5 5 CONTRACTORT VERIFV CR SSING lyf lyf m ELEVATION O W W � 0 Lo 117 In W L� 10+00 10+50 11+00 11+25 FIRE HYDRANT EX MH 70 STA110+00.00 570 RIM1568,06 EXISTING INVERTS TB 565 565 EXISTING STORM PIPE 5,60 L APPROX. ELEVATION56a.a6 560 6' FIRE HYDRANT CROSSING PROPOSED 6"PVCSANITARY 555 SEWER LATERAL AT MIN. ao646 555 SLOPE. MINIMUMTIE-IN ION=555.M I CONTRACTOR SHALL INVESTIGATE ELEVATIONS OF EXISTING SEWER MANHOLE FOR TIE-IN, 550 AND EXISTING STORM PIPE CROSSING 550 CD�D ELW.JLL, � �In In L � In u-) 10+00 10+50 11+00 11+50 11+75 SANITARY LATERAL 5 INV E E EX STR11B VDOT STD, MH-1 STA. 10+84.84 TP=560.16 INV INI 554.92 TO 2 TP=558,67 INV OUT 554,82 TO EX PF INI 554.40 TO 1B X INV IN: 555.00 �c�l �STR12 VDOT S K INV INI 554.50 STA, 11+38.37 INV OUT: 554.30 TP=560,20 INV OUT: 555, PROPOSED EXISTING, GRADE 560 GRADE; 560 555 555 15'CLIIIRCP 15'CLIII RCP 84.84 LF @ 0.50% 153,53, LF @ 1,55% 550 550 548 548 CA (T0 EOWLL, in � �Ln 10+00 10+50 11+00 11+50 11+75 STR z - EX STR,EX 2 EXISTING DI STA 10+0000 TP=56018 EX INV NUT: 555.27 INV IN 555,36 TO EX 4 INV IN 555 37 TO 1613 560 IRKING LOT TD, DI-3C, L=8' 75 TO 1B STR116B NEW MH STA, 10+53,80 TP=562.40 EX INV IN; 55984 (FROM NORTH) INV IN: 555.74 TO 16 INV OUT: 555.64 TO EX 2 STR116 24' YARD DRA STA, 12+01.22 TP=559.67 INV OUT: 556,48 TO - 15' PVC 555 147.41 LF @ 0.507. 15' PVC 552 53.80 LF @ 0,50% 552 ELJL� o o Ln M Cd co� n"D in� � in LID in Ln ITT U-) in 10+00 10+50 11+00 11+50 12+00 12+5012+75 STR 16-EXz n VERTICAL SCALE 5 10 ( IN FEET ) 1 inch - '5 ft. HORIZONTAL SCALE ( IN FFE'T ) I. inch = 30 ft. 20 STRIEX 4 EXISTING DI RAISE TOP TO 56300 STA. 10+76 42 TP=560.70 r INV INI 556.47 TO 4 INV NUT: 55.37 TO EX 2 STRIEX 2 EXISTING DI STA 10+00 00 TP=50:10 EX INV OUT 55527 EX INV IN 55536 TO EX 4 - EX INV IN 55537 TO 16B 1560 STR:4 24' YARD DRAIN STA. 10+84,79 TP-563,00 INV INI 556.65 TO 12 INV INI 556.65 TO 6 INV OUT, 556.55 TO EX 4 STR:6 24' YARD DRAIN STA, 12+11,21 TP=562,10 INV INI 557.38 TO 8 INV INI 557.38 TO 10 INV OUT: 557.28 TO 4 565 STR18 24' YARD I STA. 12+69.61 TP=562,30 INV OUT: 557,67 560 555 J �12' PVC 555 15' P @C132% 12' P LF @ 0,50% 58.40 LF @ 0,50% 76.42 LF 12' PVC 552 8,37 LF @ 0.96% 552 J_ o o o �_ o o o CDJ W W Cu (U CDC6C6 4J CU N (U LO 0 N) Ln Ln to Ln Ln U-)Ln In Ln to W L� 10+00 10+50 11+00 11+50 12+00 12+50 13+0013+25 STR 8-EX2 STR14 24' YARD DRAIN STA. 10+84.79 TP=563,00 INV IN1 556.65 TO 12 INV IN: 556.65 TO 6 STR16 24' YARD DRAIN INV OUT: 556.55 TO EX 4 STA, 12+11,10 STR110 24' YARD DRAIN TP=562,10 STA. 10+21.36 INV INI 557,38 T❑ 8 565 INV IN1 557.38 T❑ 10 TP=561,49 INV ❑UT1 557.28 TO 4 4INV OUT: 557.49 T❑ 6 560 I III R 15601 1560 5 1 1 \ I I 1 5551 1555 552 21.36 1 LF @ 1 0.52%1 1552 JJ Q JJ W W Cu W W l7 0 N LO Lo In W li W Li 10+00 10+50 10+75 10+00 STR io - STR 6 STR:12 24' YARD DRAM STA. 10+84.72 TP=561,18 INV INI 557.18 TO 14 INV OUT: 557,08 TO 4 C d 12- PVC 12' PVC u 217.34LF@0.5% 2 LF @ 0.51% 1 NOTES: 1. ALL STORM PIPE SHALL BE CLASS III RCP UNLESS NOTED OTHERWISE. A MINIMUM OF 2' COVER OVER STORM PIPES MUST BE PROVIDED. 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. 3. ALL FILL MUST MEET 95% COMPACTION. 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER. 5. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L 6. MINIMUM 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 7. VDOT STD. IS-1 INLET SHAPING REQUIRED ON ALL STORM STRUCTURES. 8. VDOT STD SL-1 SAFETY SLAB REQUIRED WHERE DROP GREATER THAN 12' (NO SL-1 ON SANITARY MHS). 9. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. 1.0 CT m o o o in Cu � Cu � CU � CU CU � '5 � � � in� in� in Ins In�, 10+50 11+00 11+50 12+00 12+50 STR 14 - STR 4 R 570 STR114 24' YARD DRA] STA, 13+02,07 TP=562,26 INV OUT: 558.26 TO 1 565 560 55 55 u o CD a; cu U � 13+00 13+5013+75 Lie. No. 035791.11 06/02/20 �� �`�5'10nre(, Ela�'l� z O a V) u " ZU) W O0 Z O II�AA W U) W 1Ce W N Q 00 W 0 ti M cY7 N ■� M N CD W ON N N w > W J J / VJ LU O J l Of Lu w Lu Of J Q ® O N U z Q m Q J z I -I LL Lu L/) LU _1 LL Op LU �.�..� w 0 < w J paC Q o 1--1 0 U z w Q O U 0 O�/ LL Lr) T W � F Lu N w W a � JOB NO. 192171 SCALE 1 "=50' SHEET NO. S if I s ` R=0962J5 \ L=2O6.85 \®® D\ 011%RWSAv° _ Rp' ICPSAN�NRYSEWTRPOI£ A E rN 14 �\ R J \ I I SE6S , ANSp�JA \ sss a exec e SO agq,Mpq GRAPHIC SCALE sD 120 ( IN FEET ) 1 iticli 60 It. 16 o �D \ ` T.M. 6 11NIVERSIT' OF VIRGINIAGINIA FOUNDATION '. D.B. 5154, RRA USE: RURAL/RESIDENCE uF Ell SIT I ! 16B N FGPk qua P 1EGUNaP 12 °\\ UCCO 'PROPOSEDjaOF MANSINGIR SF L 1 Z T L(5,250 LOCASSEMBLY �CNRING/ -9U -. 1. STII GECH0&Er K tone i a Exls we_ 39.. I MEOICALOFFICE FABRICATION SPACE ETSCEN.,IyBsS6,aoo�nuENTR ASIN .�° S6Q.0]6006 ASINGS L„ POLE S�.. \ �.. U tn. l \�.. O 62> RANGE 1 ORY STEPS PLANTER 5j p O FRAME �L Cr I q ENTRANCE LE ° NLDG 1O (28, 60 SF) CONC. - S a5i I Erv1RANCE PROPO Oa$aBo5F qU TO METAL _ _ _ COMMERC OFFICEJRETAIL 1 T' RAMP PftR 1 STORY I aa. / /®/ BL`JG r- ENTRANCE I BRICK \ T.M.P 60 25 56243 PavEu I _ I- (12.175 SF) LA TER sI S _ RDS,B ASSOCIATES TE �I M 1 Ib 1 II D.B. 018 50 T b.B.635-308 PLAT N( 1 `J,1 '-GONG. EXISTING CESPA LONG r.['1 £BNINU : C) HIGHWAY COMMERCIAL A\ .\ b - I - ENTRANCE OFFlCESPACE EMiRANCT BOX USE. COMMERCIAL OFFICE - -ENTRANCE H.S. SF 560E 6 N LID I c[ �� =x15T 6AN 569.eG I r 14--� M PROP ED.'.SF PROPOSEOa,5ae5 F_ `ti 1 I vu PAVED TM� Ill,o LOT B TL7IB r LjT \ COMT. OALRETAIL RESTAORANT ACRES 1 IF L U 0 L I L CIE STDRYT - p I GAS METER i NUT- GAS STATIONIN BRICK. A M a - e CONSTOREN111 \ " CLEANOu-/ - °VE SF ' Ov o OVE ANG N - .F ..: R 8•9. .. WOOOENAVL 1zo' T � L_. - 7 :, II __ cns uMPs WALL 11 / -, Ell ru 11�RAL A NJPT _ \ _ "� 71_-_ - rr r - 1 rt I - _ _ WAIERr. . CURB METER ,., _dRB .` h \li. - - sd� Sd9 --- - ,' s Lj� ul aocK � ..,.�a _- - ...�yi SVO-Sa9 e�__h q i- sd0 SV9 Sag & - - - - - - - - - SH0 U.S. RWTE 26D - AS WIDE ON PLAT IN D.B. �- Sq WATER NNE 296-432 - -_ V --- - - s..5V9 s S -' ROAD) - -- --- TOP OF DROP INLET VATIDN = 5M23 ___ -_ -', ,� 250 (1� 296-432---._.-------------- U.5 ROUTE 2kO Id p^0'- 80' 4DE ON - SHOWN AS PIPE DESIGN n = 0.013 for RCP n = 0.01 for HDPE Rpe Hydrology Pipe C U E d ii E c 4.2 r 41 u S m w c U 16 U IZ 3 r O] �' E CIDU y ) v c IZ N E pCID E JM E LL3 >U 3 a15 _w` _J c (6 o Ti > a Rpe run: 2-a 2 1B 0.46 0.69 0.317 1 0.317 1 5.00 6.67 1 2.12 1 2.12 1 555.75 1 554.92 1 53.5 0.01 1 0.0155 1 15 B-04 5.53 0.16 1 B EX 0.00 0.30 0.000 0.317 5.16 6.61 0.00 2.12 554.82 554.40 84.8 0.01 0.0050 15 4.55 3.61 0.39 Rpe run: 8-02 8 6 0.15 0.83 0.125 0.125 5.00 6.67 0.83 0.83 557.67 557.38 58.4 0.01 0.0050 12 2.72 3.00 0.32 6 4 0.16 0.83 0.133 0.493 9.60 5.45 0.72 2.69 557.28 556.65 126.4 0.01 0.0050 12 2.72 3.95 0.53 4 EX4 0.07 0.80 0.056 0.771 1 15.28 4.51 0.25 3.47 556.55 556.47 8.4 0.01 0.0096 12 3.77 5.45 0.03 D(4 BQ 0.00 0.30 0.000 0.771 15.31 4.50 0.00 3.47 556.37 555.36 76.4 0.01 0.0132 15 6.05 6.28 0.20 Rpe run: 10-6 10 6 0.48 0.49 0.235 0.235 9.50 5.47 1.29 1.29 557.49 557.38 21.4 0.01 0.0051 12 2.77 3.43 0.10 Rpe run: 14-4 14 12 0.39 0.30 0.117 0,117 13.50 4.76 0.56 0.56 558.26 557.18 1 217.3 0.01 0.0050 12 2.72 2.69 1.35 12 4 0.21 0.50 0.105 0.222 14.85 4.57 0.48 1.01 557.08 556.65 84.7 0.01 0.0051 12 2.75 3.23 0.44 Rpe run: 16-BU 16 16B 1.41 0.58 0.818 0.818 7.50 5.94 4.86 4.86 556.58 555.87 142.6 0.01 0.0050 15 1 4.94 4.59 0.52 16B BX2 0.00 0.30 0.000 O.818 8.02 5.81 0.00 4.86 555.77 555.50 53.8 0.01 0.0050 15 1 4.96 4.60 0.19 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hrfor spread, and 6.5 in/hrfor capacity and depth) Mannings Coefficient, n is 0,013 Inlet Hydrology Curb and Gutter Inlet 0 L6 01 y a c u 0 to c o b o 3 u n t O tN i0 O U O J �' In y' O L O- w U Q. > _ ¢ a Q U U d CS a rn K 3 3 c left 1 0.46 1 0,69 0.317 1.27 1 0.00 1.27 0.0010 0.0200 1 2.0 1 0.0830 1 4.1500 1 11.23 right 2 DI-3C 8.0 contained flow 1.3 0.17 1 0.367 1 8.41 gutter longitudinal slope of 0.001 should be used in a sump condition grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet U a x rn N N N O m U A w N p O � E a iC 3 n 0 O C z U 0 W O O 15a mAn0 c r Wc N w o t� N � O a > - ¢ n ¢ U U Ci O 5 C6 a in 2i F C v a F kF3C left 1 0.46 10.69 10.3171 2.06 0.00 2.06 1 0.0010 0.0500 2.0 0.0830 1.6600 7.60 2 8.0 combined flow 1 2.1 1 1 0.23 10.507 4.65 gutter longitudinal slope of 0.001 should be used in a sump condition - grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth - for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities DESIGN YEAR = 10 STORM SEWER NITTWORK Design Storm Year= 10 ®®®®®®®®®®®®®®® Design Storm Year= 10 ®®®®®®®®®®®®®®® �- 111 1 1 111 Design Year. 10 Project: Ivv Road Job #: 192171 Prepared bv: ICKW MENINEEMENNEMEMENE I MEN iCOTT/R. Cl!!l INS ' Lic. No. 035791 .1�_ 06/02/20 � J r � M co N M J z O LL W (3) N Wz w w z z > CL O CO OJ J LU F_ LU D w Q Q 0U LU z 1 J Q Y Q i2 U D w (wU Ul w z Z LU II 0� Ip C U F- Q IIIIJ LU Q 0 o J � � CD > 0 04 II� N rl w Lu U �J H F (V w � _ a Ln JOB NO. 192171 SCALE it/ =60' SHEET NO. 9 Luminaire Legend & Schedule ANGLE REFLECTOR `o.o you �o.o 20 \ SANITARY SEWER ESMT. (D.B. 2706 -178) q y R=2962.75 \\ L=206.85 \a Symbol Qty Label Arrangement LLF Description 7 SLV SINGLE 1.000 SLV # 40-3-PMA-DM-8-BRZ 13 CL SINGLE 1.000 C74SQX-15-27-G-L9-15-G-DQ-BZ -0 18 RA SINGLE 1.000 RA10-LED1227-BB-CG-2-LAS39-BB \a Jv +1. .0.0 +0.0 \O.o +0.0 \`co 0 +\e *o.0 +0_0 'oi 0\ Q r\\.0 +o.00.o *oo \'0.0 *on +0.1 \\\a\\ 1.0 footcandles ' 4 \ O\ +oo 0.0 0 +0.0 'O2 0.2 'O2 ''0. a. \ISTf�}G RWSA 12 3 \ �� \ VCO SANITARY a 0.5 footcandles P. *0.0\ *o.0 +o of LINE\+n.a ta2 `0.3 '0.7.. T__ \ 9 'zz .�\ 2706 0.2 0.0 0 0. o. \ ; 4 * 3-1 36 2.1 0 °� +0.0\ +o,P G o +0.1 \\0-3 +0.6 �11.8 +5 D 0.7 , *0:8 +o. 1. S 36 S 0.0 ao o +a.1 0.; .5 'a. 'g 5 ' 4 5 z 7. s_ D 16 \ 1 0 +o. V A \ QO' k/ ?� D * 'I 4 N +o.o\ *0.0 .^ +oa +oa � 4 *1 \ R 9.3. `6 z }y * 3 1 a 4 g ' . � $ 4 +0 6 `o. � - \�F�FCT +0.2 +o. >13 7 id z '7.5 3.2 i 1 o I 'z.3 4 z -6..1 7 7 +9;6 / 1�'8 ' \ +11 *1.7 +0 R/C $^ C SLV 0 4 1.a. 3 6.4 3.5 z a.6 3 6. _:5.5 6.2 8.7 1a. �9 4 1.4 `0 7 0.7 ,� 1 .I �64 M�q :4 +�.4. 9 9 8r6 5 3.\ 38..I 'O '4.O 5 1 6.5 8.3 .6 8 -5 z y 2.8 'iy l `z.a S oa v 0.3 v°-5 2:9 5 .6 i� v ' 3-3 5 0 6 1 5 3 7 /4,4 S d � e9 4 z5 18 / / �• / L �� � / SLV/ \ '0,2 5\ +1.3 '25 �3d 31v .o z o.5 0p_' q 6 'y1 / 35 '3z 5 �61 76 v795 �J-4 v A / )/ '0n `. *a3 .7 45 >� :. 16 1'1 04, nq oy_- 0.3 �0.3 '0.7 Sz 'z 4� '54 -6.2 86 979 7� 46 3� 'aa. 07� O� + 11 / 'oz -06" 1 0.8 +0.2 +0.4 * .7 `z8 4.3.. 65 8.3. 67 /'51 38 2-3 * + � 1s 2.2 1 ob 'a a +oa ko.3 *0.4 `5 / i e `�1g 2 3 `zo 'o. ,.\'0.4 +0.2 +a.3 +0.4 +0.8 \ 3 1 5.a 5 8 4,,7 1 3 5 =b 4 7 S $ 4,C� 1.6 ..o.g `0.6 0.1 'oz;. o. o `% a ` \ z..\ / ' SLVI 4 7 z 3 \'4 34 \ \ - ` 7 --\4 3 r59 7 /97 / 49 r 7S� d 4 \, ' z 'o `0:6 `0:8 0.6 `o. 2" a z.0 fi r 1 `2 '1. 'D.8 j h b=250 (ON LNINpnvMdmri Spdrm 41 Elf) likkowY2l Imrerww IatlMBM BaELmeammla •issida daomers.71 g ' plqu adelarmndms'pga meawypeBrexfatallala z�Vrl Runk [A.129 Ummn, NJ moea 9akpiko-e212 ino M EXcei IS a Philips group brand 11110 Plpducl 11NNN. m 1. sepal 1. Annng wit nnX W Type No. Catalog Job. Nan SiteLyter Series Direct Pole -Mounted Luminaire Vertical Lamp APPLICATIONS • Pamnp Lard, FBeBVmys; Vollip aya, ownmarehl na ls, Towns DBune, quro Lau. a dd,w Adkdo,.r n,nsl CONSTRUCTION • Firma inson pe pe aluminum nwBmg all rs ddam Irene . Temp eP d e Imled 11.1 erc. •Hnda tare not OPTICS •Reltl ml roM mfimlrrey " •qmi and"niEss pes'-2,3Iofg .Vern II ok. no,n • qll IBTp 0 26d tUB FQl NpB ELECTRICAL • Wailfne ladl dolKz • net Mounted Added Th lntep I hat sink. jp. • 11Mpu1 edpono ck - All ni l¢r e. Nunn are Pik sere. MOUNTING om l •g' ne I. rtdw - Pad p l s o rd 4' o f a. leT lostonery •AJN leol a]A, a n - p les(opimrell . z' 11 acru sole unknor Ivpdone) 3• WARRANTYA.ISTINGS • .Lt5ge l aredmrwdlmoapone. . F7 weBmdJandodriftnniwsnmiy Y p ndutbtl red oLOtlpOpere#arles 9 odin drordllorunrFOrt80'. Grdwrng Guide Ezempre SLWOYPMAD34a ❑n ❑v a ❑s pMA GM ❑ - ❑3El El El El El El El El TYPE III DISTRIBUTION SLV333PMA FC01C1NOLE CORRECTION Nol thin kaowing renors land du rooNsndl m a ft cnangdd in a enMPln Top EMrq ream 30' NBNHgM 2D' 25'. 30, de, 40' Fgppr 23 14 to 14 b8 TYPE IV DISTRIBUTION SLV4^iMA FCOTCANDLE CORRECTION saki MI wing fordooks task No. 1@W-eazu im6anel d1 rordremRdin n and Btre19M. Toriftlir,ionsper New NML 20' 25' 3a' � 4e Faetor R,O 11 10 F} .a8 2�34SVevM1dl�s m 1R Umvn W 07M 00o 2N.2212 Y damalre�„ PHILIPS ExceLiee is a Philips group bland 11/10 SiteLyter Series Direct Pole -Mounted Luminaire Vertical Lamp 813,4031 L P AND arl CONVERSIONS Lan a2w saw 400W dEw 25M 40M 750W PMA PMA Pull F. Hi HPS Hire MJVpllar r, 102 I in T 32 ]1 130. kind SLVADNX IAMPAH°WATICONVEMpNs lanp am ifil W. 46ON 250ifir 40M Ism4 PM4 PMA PMA PMA HPS.71 1.30 HPS 275 H MJtlpINr :BB 102. 1.'@ 1ffi P9 prods rRmedon lip"I..a'. witllmtnmad PHILIPS Lu m iCu b e" CALIBER PLUS ARCHITECTURAL Available mid -summer 2020 SERIES C74SQ APPLICATION Ad ni>q Ilehl, bwll.w.dl•ma,dl.ld.d kkd,phmlmre Am re,ows on onlinentrund! dean- ppw A,M Iseen putµ{ Iona bopRk ION a 9r. Yb• PM rA CFI) dnciWY FEATURES AND BENEFITS ANrkcl Nrdd.1-mmryl nder heu.ngwA powderaeerfinhh. M 'ry pli-sidens Cobkani Wall. 11,65 mNd end wnbamlon Iced a onalkn a an lemedwall norm inont -SLV-- ti i 1 / % T, _ �a sepmaiemaa.bavabbl.kraprr,mal,a,„.rPlallorm,.allRDmrd \ +0.0 '01 *0.3 +0.6 "z1, 4z .-6.3 01 4.1 .9 +o, +y -_ _- - - _a. i. z. 3g_ 6.1.. 88 '1o�i 8V 4 `3 `1:5-. +0.7 '03 • _ , %�/sill E rn& %IEM) Pm overuse d odek. /: - Srt.Hg h, d. ebo...H ins Alyk Cube O W II h Pfeek liable brwall graene or brward threw RYP•2) / 'oa *az<:. .5 4.3 65 -8.6 J2 4.7 34'.\" 9 `1. 3. 83 05 .o :gi 10.4 :Sz 38 15 ze _4.0 6 -45.3 4z z.7 *0:4 *02 \ Plonk, mppi,consonnedae prsrridle.nd, of beam dembvlmru and con be lnenhonged : �, _ ^p in ad field l(nece,mry 3 34 �'i'd 61` v51: + M1 + r1 - _ I � - � � / Crwnrobn wdlable zlWing waod.gmin finbk, +O.O '0.1 +o: o.6 \r . \ 1 z0 2 \ -e 79 66 S4 'S6 6.6 78 4. z1 b 0,5 08 : 1.9 31 -51 6 4:6 39 + '0.3 +a1 +0.0 '0.0 \ TECHNICAL DATA 3 3 3 7 O SLV \ - �' \ • Input , 120MznVAc so-aond + 10. � , , ' 11%(Ilndw)andnrward/re.eeepbe,e P2ml Amming. oa r... o. b. .7 n4 $..5 481 `3. '1. 3� y.o 3S 3z 33 '3.6 41 3.9.. zo 0,8i o.4 0.3 0.4--'ref o. '2.0 3 4.1 34 ,i oS a2. 0.0 o.b .. o.o o.° \ \ . %.c \ CPI SO urd6 abk" 90CRI `O Ester edIn pll i be SOOOD her. M-CUn%lumenna nknennwhen amblenrmlumudp ndexreed 35°C lowaeamblemren iemNred YeM / o.o '.'o.i .0j \p.5 -z.$\ 8:z \'S 1,3. `16. 9 i� _?8 1.5 16 1.7 z3 3-8. 2: .3 3 ' 7 1 _ ` 4 C - ^ �� o nz o.z °. 0. i,7 1 '0.8 O b,z o1 `po o.o O.o 00 0:0-1'0.° \ posteriori . REMOTE DRIVER OPTIONS (PUSUSHED SEPARATELY) + \ ,. C I IRD pmdenle, Remo. Ddwrl kderns. houing 46rdwerlhar'u mvessed'Nne -0.2 0. 2 'O. `O. o.o z a6-- r'o. '0.8 0 6 o.h oz tia 'oa D. 'a.6 'o '0: ' z "o. "b.o `0.0 '"o. ' a 'o.o *o. + .a 4 9 47 'ad '4 r v 8 .9 7 - - 6 `0�' 9 y IIr 4 0 i 0 °.ggry..q O O +0.0 +0.o. x' i 1'ga b peraros 'O-Iris gTN Bnelelndoie small O25"Azk ce l'ng \. \\ ': ,� / d enopies emildLED EM7 vpnvm and bngerdiver ilk dueroredmed exposum \ / b iM heat IrM LED By M1 mtry fi d odeh le h vi n a C 6 �- 0 0 'oa o 'o. 1.8 0 2. i 0 0. 06 1 g ° o. 02 , �vr- .661 0.1 i U.a' o0 -'O:1 2 2 -0. +0.2 ': +0.2 0.1 +O.O a-- :a 0.0 O.p O.O oo "00-'00 0.0-\.`O.O b 3 3�4 3\ 5 ', 4 ,.3 1' � 3 , - --- hd gSmmp. 141 ,n•.. rl'- D efihD A m kour lRD ysMremwmllmw.ydr�va roc piorecmeo�chur. \` ` _ `. i + � ' + . _ NOTE: LAST / SPACES DO NOT 4 9 s - - 9 \ - k_ - 't�. -`oo '0.0 '0.a °o.o '0.6 'o.o COUNT TOWARD OVERALL PARKIN bshnnsrrmrrsrorlh<,,,ampi.damn.y.rerRem pnmah.d.:aparomiv and can b.. - ---- - -- p TWO LENGTHS AVAILABLE band on vurvrebalL.M.ma cvnmcmmmk.mam brmvm'nbrmanon on lhme / O.1 O.1 O.0 O.0 O.O 00 O 1 0.1 O.1 O.i 0.1 O.O oa o z o 3 0.4 1.\z a. D.4 4 3 3r _ -4-� 3 z } . 0 o- _ _ _ _ 1 appe,e. / 'oa 'o. a `o. ". 'o. `o. 'o -- r---8 s I -}a -`ai a.� *0.1 'o o `o.o *ao +ao `o.o *°o, -o 'o.o �*a.b 'o.a 'oo "o.o o �o.o ``o.a o.o o.o- o.o--+o.ol +.o.o. 'o.o 'aol) '°.o 'o.° 20' - p�%� '0.0 'oa '0.2 *0.3 +0.3\ 03 0.4 0 +8 1 r 81 77 "40 zz a "`o. °. +oD 'o. +o.o `o.o +o.o *o.o� *o.o. '0.0 'D.o II 'o.o 'o.o - 0.0 '0.1 'O.a o z o. 06 '111 10 6 a6 o I D. `O. `0.0 +o. +o.o *o.o +o.o +O.o 1 /� Wall Mount Only \ I I \ \ ' '°.o 'o.o 'o.° fGo 0.0 Y +� q, +4 ' 3 5 3S 9 I I I \ % - _ _ _ "o.o 'o.o 'oa *03 �0.2 `\*0.3 05 11153 '90 55 32 15. 0$r '0, -a +oo +oo +°. +0.0 +o.o +0.0 '0,0 11 +0.0 +0.0 - " cork.odurds V I .7 enst xss . 0.0 'O.o 'o.1 +oi, \ +o`\ 0.5 3i 52 89 53 `314 07\\ +0'. 0II PROPOSED3/28o SF 'oo eo. - o.o � '0.0 0.0 +0.0 it o.0 +0.0 0. +oo +0.0 ,PATHWAY LluT N L� Pom.80 zreC5N'YSmlsaysraek cT pa47s.os9.T deel.OvdweYSPmDdsoOF MANUFACTURING/ 'Do, +o.o '0.1 +0.2 \+04 \06 t11 z o4 6s -34 17 °9 O° ° + PROCESSING/ + + �: �� .o. +°.a `o:0 11'0.0 +0.0 o '0. " 1--o, °' ASSEMBLY/& EXIhING EXISTING \ \ +O.o 'o.1 10.3 `o:G . '0 \* 1, 82 7.8 '41 2.3 1 : 'D, 'O. FABRICATION 'D.o +0. ` o +0.0 +o:o ko.0 +0.0 0 MEDICAL S + OFFICE BALLET SCHOOL " - SPXCE NOTE: \+ _ (2 k6S SF) (6,800 SF) 1. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS +°° `°1 -D.2 +°.° \° -3 3a 42 '39 18 O +p_- .°. +°_° ,.°..o _° +°_D +°.° °_° +°_° ° -° Y 0.0 0.0 11 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE \ I - \' 40.0 'oa `0.3 0.51 1. 1 5 2.2 :1.7 'a, 0 7 'D. '°. +o.o o. D.o +oo +°.° 'o.o +b.o `D ° o +00 +o.o AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM _ POLE S ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. 1 36° 2 `o.o ':oa 'o.z "0.3 �D.6 '° 8 "o g '0 8 0 6 0 4 *D: `O.I `o-o *o. +ao +.o.o +o.o +o.o +u.D *o.o + +o `. + S THE SPILLOVER OF LIGHTING FROM LUMINARIES ONTO PUBLIC ROADS / I 17 soC F 6 AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS a.1' 'a.2 +0.3 'O3 04 ta3 a3 oz 0� oo *P. ono 'on +P:o 'o.o oio 'o.o o� 'oo SHALL NOT EXCEED ONE-HALF FOOTCANDLE. 0.0 0.0 "01 40.1 \02 0,3 'Oz .1 +01 ,P. 0. +a +00 +o.o 'O.o '0.0. *o-Is +0.0 001 PROPOSED 18,i8o SIF ' o "'ii '0.0 *o o '0 ° ' D +0. +o.o +0.0 +o.0 0.0 0.0 +0.0 +0.0 lo.o ;0.0 1ao 1 o.D Q \ COMMERCIAL OFFICE/RETAIL I I I .0. '00 'Do *o.o \+0 "00 "o 00 .+D.q o. OX +0.+0.0+0.0 +0.0 +0.0 +oo +0.0 +0.0 +tID `0.0 +T),.o +b.o --� _ v ` 1 , `9 ----- �o.0 '0 0'. 'Go +Ob : +o O b ° o.o +o. o.l +0.o +a. +d.D +°.o '°.° +o.° *oo +°.o +01 'o.6 '0.0 +D. *a.0 - V li I I EXISTING 'o O '° 0 `0 0 \ '0 0 0 0 o o +o.! °. '0.0 0. + .0 +o.o 40 0 '°.0 1 +0.0 +0.0 +o.o +O:O I '0.0 'o.O l rr'n o - - OFFICE SPACE O . I 14 V - - 8,16o SF nJ S 1 \ Do 'D O *°.° ^ 0 0.0 + 1 +O �, 'a *rl + .0 '0.0 '0.0 '°.O 1 +0.0 I +0.0 +o.O 'oo 1 "O ° '0.0 I +0.0-- I s - \\ \ `oo 0.0 0)I 'GO +D -'o. CL PROPOSED 5,000 SF PROPOSED 2,5oo SF - O`'o.o. "o., +O.O +oo 1+0.0 \ �� COMMERCIAL RETAIL RESTAURANT \`00 `oo -0.4 00 `Oz ';. 11sCL +0.1 +01 o.o +0.0--+6.6 +oo +0.0 +o.o +p.o +a0 EXISTING f l \ D GAS STATION/ FEU I +oo '°o ) 0.0 of I '1. CL .7 .6 ol-+0.0 +O.o +o.o 'o;o� +0.0 +O.o *qo +0.0 p p III - CONVENIENCE \ I I I - STORE 1 I +o.o +0.0 p.o. 0,0 Y; +o. +0.0 , ° - / ..o +oo +o.p 1 +a.o b.� +o.o ,a' 1 2,350 SF CL RA CL RA CL RA CL RA CL RA CL CL RA CL�.,, \ 'O.0 +'o0 b� 10 .° 1I :+. %L., I IJd° +'oO_..oO _+o.11 +06.�0 . - � o p}13 1.5 .2/1 .o 3.5o1.15.0 z. o.o o.a °o o o.1 o FIn .a'03 °.° o-- - - - 0. 'o.o 'o,o oaCid ''0 1 .o 'o,o 0.0 0,0 °o 0.0 .,o 0,0 0.0 o o oO 0.0 00 oo q.° _o° oa 0,0 6.0 1 °o .o-+moo °.° 0..o o,I, +a° +°.° +oo 12Oo.o o. 400 "D1 °. ° ...Io., „ �0. 0 0.0 ..o0.00 b.0 +D.o 0.0 'o.°:+0.0 +"00 UA O.A 00 J. _. , r e I p 17 mod. 1 30 FelamaA RA10-LED1227-SB-CG-2-LA539-BB onend Tips• door Nolrc 9 cli cel •I2ovil AVINemieine mda npwnody) • Int'stedind. pplyaApwastsexMwti tiemnnatel dlrecHYimolme'llate • re • LEDvar nlraNll fDNdlmmaGewNl lrrcmtlencanlRnadlmmere MOuA8ng • to"a 31 for Mma I mount and pact der el only In 112- RnINm •3dzdamd mimngTOWN apdend •nvallable In 21 optimal m83M1 mBINg aMnionne In a me saddles'No mnnreNs(eJtl'C iothetlnlahl Is pre In er Guide •o dim gloor forcdg flakMilk • ComNlt Mctayfor curlem flNeh opilona OPIWM[Tw emrip A B _ •GIas, Co3iGould. Wire Door or Mrs Guam Rq8 0"' 0' aPdm. vplkMe � I RA10 ID 11" W01q UL Sol E3 US and Conadkn deal for .1lam-iA and _ .A RAT2 12' 12-1I2' Ali 4 B¢m•M w ni despoli,stroolow AninnoresNe.rE911ie ❑Me I61 ®®A11Bie ❑M Mmw ores rtNvwm ❑yaS .Ar IllN'SNnq ❑ Ayvr sere ®BB leumnsared ®I .xl lrvvmnryl ❑d I=o 1 ha•)M m ImNaisxl li 'M a1�3'4d'Rr ❑M1x ❑ ma .yam ❑ xx mmmal..sl w `dd s mmn ❑dp2up instal ❑ r 1 rc ❑mm aw 1 r. curnmN Irelmrri.a4amy +Lve.9 ❑alto nst�E4motlN ❑No IMre@B'r .. -(HAE LLH1Wtn' eone Ard ❑OYGa andoo Ix100p ❑ M Imlr+r4rW wNd Ii,MMILZ..".0 4 xdr I, Lm mu ad M ❑ In Ilm r -vde IW.Guea o�aW ,N$ m M! 8" ❑adoo r ,MVIID 3:RR/M!A ksok III� NR ❑° ~9tanirL ❑❑❑1ti@m@IlIpWw4pp wWrMYmodewn 4Wimnods, rkp.NWNv ❑o, tl ❑raddr ,=xM MIAI D ❑. ow ,ealUap.....in❑ I1 ]ex ❑.I.I.I.Mk ❑imlaw>lonuWrwwnJid . ❑BX0 sem sn'I reyl edeel da 1 Me,r^I m n nlu . Har dl®M11e1 do Ider, eo.neen. me V rmrw XkY:8NN4rtl rnYNs SWMN,H Mrs. IMpm1 ■ to Um"nes, . wn dooke l . TN IRM1YeAmI G I6rMwal anm.eeroor, w insurderld L as ins,:anmMUH m 7Biski ■ M 141m53hAMl ■ YY onin B And IS 4 I . Sberaint E ame mNnm I ■ ennRml Ti Aspi BR torsions 0 axd Inrent Jun1o,so E. NMmYn,:v nl,rNra' nN' ✓f6 .6 Udmy a. xe Ilyr Lg !lu+wv.c inw• mo dmkvw C745QX 15 27 G-L9-15-G-DQ-BZ r.m.P6 osarw:ceMLr-mMi wmwr Id -N Wa1B10 BWl 65.03DR� N ]v` Xl3-Hd10.1119L 11.IW Twe l•,erl^A'rad.l• ls 5]-5]WN` NvrA-up/Dom 2d.1Pa9zWSL 1e. M! s-SCWe M-43^ n•-AMwn Cvbl• 30-RISi R]]OL RRl W'we eidnifirl U-U pA 4-0k P r Wr-WellMwrl XG-Wall WvYr yr X CAreds 171 9-3s_d. D•oown OnN Fuwponld-n,ry )• HeFfdln !&mv{1 a-3oki H-Nmry CoupWvn L�p3iw r d X N X21 27WR A Au,4, C Aer MC IIpN, 9n%zi, H' Xrn DO-iIdIpYwABO0e:ee1 rAI iG Mw-Mvn. WF'm -Gb • 10-HW61DIQW1 m -m o-de XS•11010.W DT_F�lwr )AA-IiAtml"Alser m .UIW W-1993YWsl.1W XG WeIIWwha • orr- MB•MMeNmk -Onin real M®WVL•Wld 3D•RF51Rn0L 223W An dlkow(pXBZ-Bone Gass lenr MNryC blare DU floe 0.1W l[lne 1C.InionfLospei //d ,mNad cp�Cbl4nla..e IWhm:mbeka�ermvMn"w,ero ryM/ Wl v.vwan.e ddk "nqqd /cry P ManAnhIs yIBwv MispopldmdWapin f-1yu d5D0A'aN 5]Wlne bM•nPoCAI ♦Wdl mk mourn mn 6a spur o wdd wM dwr bndltpl, NOTE: ALL PROPOSED LIGHT FIXTURES SHALL HAVE A WARM WHITE LIGHT AND EMIT LESSTHAN 3,000 LUMENS. RgwE rin±neoY°PrYa NmesuoeWrwWorka..9 w. w1aolG doe saa4anardnePn 1p ronW wxnminmre .PATH WAY y lµ y p YPo tle. ➢,O Nx591, dd yLm 0 ]5-0 1 L I G H T I N G we.emd,GAsk2 • Fa.eWzmpwD •,....m r,mr5e/dnP.arr .m.a:,vwwavnxarkehxPon.rrr rc3V45D pi \D 0 F E \� x •,, p 'M Ae Sn. n. • u n a t. 4. ol o - - .. _ �- _ z V p. �. T L } " `O.O ' O OO y... S.O 00 O.b O.b + �� 3 . -- :IT)-� *,0.° t0,(L=9tT �.O 'O.O `O.0 O '6:(�-- 0U O.O -.--- I r= - ORE, OH ^. e P.0 0.0 I >GI� �_ _ - I . r`o.D o.o+a *L+oo +a0 +o `o. o. +o+o. = '0.0 *D. +oe *o.D +D.P j_oa �o:6 �0.O +0.0 +0.0 +o.d `o.ig, + _ oHE W _ i} - _ - --- a .. a ti v _ ./ k� q.�yYqytA��r�lTl w -_-- _--_= i \ /\_ - - I ., I,. " OHE 6 %Dw - W - iS� JJU. V V - - w W- �r'ti� ,- �� Pr- aR J GRAPHIC SCALE is ( IN FEET ) 1 inch = 30 is OHE 11 Lhl w lih njrw. ONE P off ONE L - - a, r„srG'* S svo sa0 bo rj, rsw F,kl ^.;II �:w1"-",. L=387.34 - sva-S,-Sent-Svo-Sb°-SVO-Sao Sue- - ---- _ -- - V 'Wdl V v:i SV9.-Sb0-Sa9-San-Sae-SV9 �SBU 1 .J Stl9 -Stl9 _ r3 ue-Sa9-Sae s -svb ----- Stl9 SV0 Sao seq tl�s 1i'�-."`" --', sda-Sao-SaoOn WATER LINE & O -W -Sa9 Z Sa9 - 51' - a W -__- sa9-Iss (D.E. 1560-435) y�_ Stl9 -.tl9�S �i�l___ GAS GPS GAS________________________ Stl9 �Stl9�Sa9sess -_----� GAS /_---- _ _ _ _ ---------------- - _ � � � �! � � GPS ----- p0L Lic. No. 035791 r� 08/10/20 �w4 t`5'InATn T. cl LDVJ ZM M Cn N II- M LL1 N C) N N W> LLJ ZJ rJ^ v, f- LO J 2 U W' LLI D Ul W Z Nw L.L cn ttttJ ry V 0 O 0 N U JOB NO. 192171 SCALE 1"=30' SHEET NO. 10 E 0 N U � N N N U U � � J z � J o o Q!� � N N LLI } . i J ca � J_ co Lu v) ( V z LLI Co O i c6 O - ti UCD < m m U � a c O U a� ca E CD co rn CN CV cu J � � N Lo O O - J N LL REVISIONS: 06-08-2020 08-10-2020 DATE: 01-30-2020 DRAWING NUMBER: A-] *0 SHEET 1 OF 7 E 0 N U N U N L J o i L Ld L J co � J_ - � n V Z W CN U) O Cu ti U � = IZT m U a 0 U a> L co ^E Q co m CV N CD O Z > N 0- Lr) O LmL O L- ca O elf 0-4U REVISIONS: 06-08-2020 08-10-2020 DATE: 01-30-2020 DRAWING NUMBER: A-] J SHEET 2 OF 7 SALVAGE CAST STONE FOR RE -USE AT NANAWALL OPENING SOUTH ELEVATION SCALE: 8'=V-0" SIf1GA1 L�-Y i]PY Pow- SoVTB WALL 10 6'-7 ���� 4-ash 4-0'✓" F'-O_�3.21c"[3gq° } oy� F:4YF.•o%" }: o7f� A'_cn —._. _ Yh - �- CUT ST01.4£ COPI$JG ✓' -!' ARL. FItTE TU �'AL PR_O .,t _"rEL'. ST.r:,eL S.AS.FL $ 9fctICK. F'A1thF EY —', C.UT L*T rt"E 7 r O I fAEA f- w q - C ^ t1r' si� E 1' £ t: = •c.. V`1 a_ L L 1.0 Al F r , P_ O F_ O G O T.T O W_-d'C -E _ _ _.-F ORIGINAL SOUTH ELEVATION SCALE: 8'=1'-0" ,/-- BRAKE METAL WRAP @ CORNER SALVAGE CAST STONE FOR RE -USE AT NANAWALL OPENING CUT STOUT COPIL.IG' L FJ_I1 c., VRp3=t.'{,Q.[ZahlL3rluiL c Alms cTn DCCDn KIT (`I CDCCTnDV %AllAlnnWC W/ CLEAR GLASS LIE]LILIE]EIE]EE]EIE]EEIE]EII]EIE]EILIE]EIEII]EIE]EIIIE]EILIDEIE]EIIIEI o Li -------------- WEST ELEVATION SCALE: 8'=l'-011 "dfvFrcq� zti-cr-ES�II.BI►Y- T�[Pscar 212-Q..�w�' � NEW STOREFRONT ENTRY, DARK BRONZE W/ CLEAR GLASS ZO YE&Tf' 1!.0$I FC, TAR b. -G YZAYF E_OOF OVte. 2- PGUS_EL: LNEW GLASS GARAGE DOOR, TYP: WAYNE DALTON SERIES 8800, DARK BRONZE FRAME 8. CLEAR GLASS `— NEW STOREFRONT ENTRY, DARK BRONZE W/ CLEAR GLASS II ~ r3r I _i ,li I i _l_ _ I�,._ - —.z - ��7u"/1. �I9 ��- =°yy--2 GA G.1.FLA Ht.+G 6. 2c GA.G.I. BOX GUYTEZj E' BEtct� P.a RR Pt T - I. IPIi �1- 'Ilia ---- h I-- — Ll _ 5� T 6 � • L.- C �_ V ` �. II -J�.I— LD — - -- _ _ W AL L -- - - - �►� . _ - -- - -_- - — - — --- - — _ - In - R_EItJF0w_c.lLp lzo o 1,1 C R. ET£ FQ_U1i QAS.1fl SJ WAI-L _ 6U TyQY S� ' 6v c: E u -_lZi - - -- ---- - T- `- - ORIGINAL WEST ELEVATION SCALE: I =1'-0" E 0 N U N U N L J J o C� o cy) i L Ld L J co � JPmmj _ - � n V z W CN U) O CIO o U orf � IZT 2 m U 0 N L co E 1 co m CV N > cu � � Z a .> O \ L _� Lu N U W REVISIONS: 06-08-2020 08-10-2020 DATE: 01-30-2020 DRAWING NUMBER: A-] 02 SHEET 3 OF 7 ry v�n�� vni�nv� wv�, i .- �ni�niw vnnnv� vvvn iv icuvnu. FEENEY OR EQUAL. WAYNE DALTON SERIES 8800, PAINT STEEL DARK BRONZE DARK BRONZE FRAME & CLEAR GLASS EAST ELEVATION SCALE: $'=1'-O" - yv^v- 50wvsD TA2 0. GRAVSL ROOF IMG OVER y �� •• �" 1.1 Y� 2" POUQEO UYP�UM Old 1/2 SHEET_ OC K.. 3i�o'3_t3-8 Is 5-ae / Old ° 21amuL-L, TEEs0 zsy-".O.GSTOAIE C07111 --fex6 2G GA. G,1.1jOx f?.UTTEQ� i'6-il3YD� 21DG£' 22 GA. G1• FtgSHlt�16 rx GA GUT ER - ----�a�tirT T tg►i-0@{'Sit$C`f ti _P%F 40* AT enGS ae. GAM OP _ -- --- -- ^� I � 7 7 r.r, _ == _ SEA_ _L,FE - — _L -IF IF FF rr--o.� i FCIC-II Inn—= rn cr�ncn = - - =- -- —--F-nenr]t��n� _p Ge. 49 -7 _ �FO2. FCDhtT ENT GAFi-:L :DLSJII}c� _- SEE DRAW Nl 1, w s ORIGINAL EAST ELEVATION SCALE. 8L'-- F-0'' r' --- -- — - - - - - -- Waop SaUMP��sc>`vtY7Slt_ oR.pwnuo nir6 - - ••.etEv-995- - - - -�-- _ E 0 N U or)N N N U U J z � J o U o 0!� � N > N Lu � } . i U) J ca J_ co Lu v) ( V z LL U) O i c6 O 1 - ti U CD< � = 1 m CDU co a C O U a� ca E aD co m CN CV cu z ], > O : Q w V ,cl- J Lu N U REVISIONS: 06-08-2020 08-10-2020 DATE: 01-30-2020 DRAWING NUMBER: A-] 3 * SHEET 4 OF 7 SIGN LIGHT (RLM) W/GOOSENECK BURNISHED BRONZE (RAln I Cn1007 DO �9 I AcQn DO% NEW PRECAST STONE PILASTER CAP EXISTING DARK BRONZE COPING NEW CLEAR CEDAR SCREEN NEW DARK BRONZE COPING NEW STEEL CANOPY PAINT- DARK BRONZE SHERW IN WILLIAMS MIX CCE COLORANT OZ 32 64 Bl-BLACK 2 8 - R2-MAROON - 8 - Y3-DEEP GOLD 15 1 LUMICUBE SCONCE (WALL), BRONZE (C74SQX-15-27-G-L9-15-G-DO-BZ) EXISTING BRICK, (5 COURSE AMERICAN BOND) SOUTH ELEVATION DETAIL SCALE: 4 PLAN DETAIL SCALE. 4'=1'-0" E O N U or)N N N U U Q J z � J o O Q!� � N > N Lu � } _ L U) J Ca J_ co Lu v) ( V z Lu U) O i O _� U � CD Igzj- m U A O U a� ca E a� Q co m CV CV co O N J Liz O < N ca W U REVISIONS: 06-08-2020 08-10-2020 DATE: 01-30-2020 DRAWING NUMBER: A-] *4 SHEET 5 OF 7 V BELLAIR BAR I p R la EXISTING PRECAST SURROUND TO REMAIN. / - EXTEND PRECAST OPENING TO L NEW NANAWALL, DARK BRONZE W/CLEAR GLASS FLOOR LEVEL USING SALVAGED PRECAST FROM FRONT WINDOWS SOUTH ELEVATION DETAIL -EAST SCALE: --L'=1 -1 NEW CLEAR CEDAR MECH. SCREEN - - - - - - L 16 JI ELL rVJ Id a K/IL VV/ J I AIINLCJJ JI EEL I. DLC RHILIIVV SYSTEM, FEENEY OR EQUAL. PAINT STEEL DARK BRONZE EAST ELEVATION DETAIL SCALE: 4"'=1'-0'' WALL SECTION 1 SCALE: a"=1'-0" E 0 N U CD or) N N N U U Q J z � J CD o 0!� � N > N U-J � } _ L U) J co J_ co W `^ W U) L ca O U � —iti � � mU cqz,'l') 0 U a� ca E a� Q O_ co o U m ui CV J Co > Q N -�-I J O Illl­ N ca W U REVISIONS: 06-08-2020 08-10-2020 DATE: 01-30-2020 DRAWING NUMBER: A-] 5 * SHEET 6 OF 7 E O N U � N N N U U � � J z � J o o Q!� � N N LLI } . i J ca � J_ co Lu v) ( V z LLI Co O i c6 O - ti UCD < m m U � a c O U a� ca E CD co m CN CV O z O � � w L O J N U REVISIONS: 06-08-2020 08-10-2020 DATE: 01-30-2020 DRAWING NUMBER: A-] 6 . SHEET 7 OF 7 ARB-2020-19: 2415 Ivy Rd. Description: 2415 Ivy Rd. is a one-story 28,125 s.f. former John Deere dealership constructed in 1950. The building is of industrial style with most of the original brick veneer and clerestory windows still in place. Later improvements on the street side of the building concealed the original windows and added new windows with metal canopies. With the exception of the eastern portion, the canopies were recently removed for abatement of hazardous materials. The proposed renovations will convert approximately 10,000 s.f. of the street -facing side of the building for retail and/or office use. The current plan shows six tenant spaces. However, the size and number of spaces may vary per tenant requirements, which may change the number of doors. The original front windows and brick veneer below will be removed to allow for new storefront windows and doors and new brick veneer pilasters to match the existing 5-course American bond coursing. A new metal canopy and painted wood wall screens will be added above the storefront system. The canopy will continue around the east side to reflect the canopy on the adjacent 2405 building, which was part of the original John Deere development. New glass garage doors and steel cable rail system are proposed for the loading dock area on the east side. New glass garage doors and entries will also be added to the west side, although the final number and location may vary per tenant requirements. Site improvements include new parking spaces and travelway in front of the building and a new sidewalk along the road frontage. Street trees and screening shrubs will be planted between the road and parking area. Additional parking with accompanying landscaping will be added toward the rear of the west side of the building. The existing parking areas to the east and north side of the building will be re -configured for car parking and a stormwater BMP. Compatibility with Surrounding Area and Entrance Corridor: 2415 Ivy Rd is part of small cluster of commercial buildings, most of which were part of the original John Deere dealership. 2405 Ivy Rd is the former John Deere "Dealers" building and is in the same brick veneer industrial style as 2415 and still has the original louvered canopy. The front fagade is updated with new storefront glass. Connected to 2405 is 2409, which is a newer white stucco and painted block addition with blue entry canopies. Beyond 2405 on the same parcel is 2401, the Tiger Fuel convenience store with beige siding and white trim. The proposed improvements to 2415 will essentially separate the building into two separate buildings, the front with a new storefront fagade and the rear will maintain the original industrial warehouse style. Keeping the existing brick and bronze storefront theme continues the relationship with 2405 and the lightness of the new wood wall screen works to connect to the light beige colors of the convenience store (2401). Beyond this small commercial cluster, development on the north side of Ivy Rd is set well back from the road and the south side is a golf course, so compatibility is essentially limited to within this commercial cluster. The site plan and landscaping is included with this submittal. August 10, 2020 2415 Ivy Rd Page 1 of 11 0 VICINITY MAP SCALE: 1"=2,000 FT. SITE August 10, 2020 2415 Ivy Rd Page 2 of 11 FRONT ELEVATION EAST ELEVATION August 10, 2020 2415 Ivy Rd Page 3 of 11 r h t 1 1 �-all r h 7Ail � y.. L,. t VIEW FROM WEST August 10, 2020 2415 Ivy Rd Page 5 of 11 RIGHT (EAST) ELEVATION Ammom LEFT (WEST) ELEVATION =nn® August 10, 2020 2415 Ivy Rd Page 6 of 11 4. 1v�K ryMY .yYµ I °poi Nil + M. Mwin _ O `r► 2405 AND 2409 IVY RD 2405 2409 IVY RD - STUCCO FACADE & PAINTED CMU LOUVERED CANOPY AND NEW STOREFRONT AT 2409 IVY RD 2401 IVY RD - BEIGE SIDING W/ WHITE TRIM August 10, 2020 2415 Ivy Rd Page 8 of 11 BRICK - MIXTURE OF WATSONVILLE BEECHWOOD, MOLDED TYPE 2 & WATSONVILLE ALVERTON, MOLDED TYPE 2 s r i w WATSONVILLE BEECHWOOD, MOLDED TYPE 2 R V MORTAR- ROANOKE SAND 1908 W/ ACRE SAND WATSONVILLE ALVERTON, MOLDED TYPE 2 August 10, 2020 2415 Ivy Rd Page 9 of 11 CLEAR CEDAR PLANK r 7 L A DARK BRONZE STOREFRONT & MATCHING PAINT FOR STEEL CANOPY SHERWIN-WILLIAMS 705919 06105120 434-978-1321 Order# 03111S3 INTERIOR COLOR TO GO SATIN ARCHITECTURAL LATEX COROB MODULA HF DMV091 BURNT UMBER SHER-COLOR FORMULA ter` ®h'1 CCE*COLORANT UART OZ 32 64 128 B1-Black 2 8 o 8 N� R2-Maroon - o Y3-Deep Gold - 15 1 �O = O V U a, o ULTRADEEP ; a 54 650955966 o A91T064 = MATCHING PAINT FORMULA August 10, 2020 2415 Ivy Rd Page 10 of 11 ORIGINAL PRECAST WINDOW OPENING DETAIL TO REMAIN ON EAST -SIDE OPENINGS (MADE PREVALENT LOCALLY BY STAINBACK & SCRIBNER ARCHITECTS) Dark Bronze powder coated aluminum, _. _ . - . - Clear glass EXAMPLE OF GARAGE DOOR STYLE August 10, 2020 2415 Ivy Rd Page 11 of 11 BELLAIR SHOP I I JPA TOWER INVESTORS 2415 IVY ROADI COMPREHENSIVE SIGN PLAN CHARLOTTESVILLE, VA 1 07.06.20 GROPEN 1766 SCOTTSVILLE RD. I CHARLOTTESVILLE, VA 1 434.295.1924 1 GROPEN.COM DEVELOPMENT COLORS/FINISHES Sherwin Williams Sherwin Williams 6141 Softer Tan 1 9178 In the Navy CC Colorant DZ 32 64 128 B1 - Black 2 8 - 1 R2-Maroon - 8 - - Y3 - Deep Gold - 15 1 - VINYL COLORS I rWilH ff.,U WA Helvetica Neue LT Std 57 Condensed A B C D E F G H I J K L M N 0 P 0 R S T U V W X Y Z abcdefghijkImnopgrstuvwxyz 0123456789!Q#$%A&*()—+_,.? PAINT COLORS CC Colorant OZ 32 64 128 Bt - Black 2 8 - 1 R2- Maroon - 8 - - Y3 - peep Gold - 15 1 - win Williams Softer Tan win Williams Paperwhite r GROPEN JPA Tower Investors 2415 Ivy Road Hunter Craig 434.974.4503 hunter®huntercra igc om pany.com PROJECT LEAD: Mike Andres DESIGN: Justin Gaydos DATE: 04.21.20 REV: 12106.1020, (3)06.18.20, (4)06.22,20 15107.06.20 With the exception of previously copyrighted work furnished by client, the above rendering remains the exclusive property of Gmpen, Inc. This design may not be copied in whole or in part without the written concept of Groper, Inc. ©2020 SIGN TYPE: I SCALE: N/A I N/A PAGE: 31968 RAVEL �a o v c � z g EXISTING GRAVEL \v EXI5TING PAVEMENT ^ AREA TO REMAIN' 2 (MII LJOVERLAY) rt vEJ \a O�� FE,F 5 i0-25A ,T A ACRES m� xo MIN PAVED WALL FIRE ACCESS AROUND BUMPER BLOCKS - BUMPERBLOCKS BUILDING 'F n,Fry � \�-\ \e SO EXISTING GRAVEL TIE \e AREA TO REMAINI 'ILL Y -.,WALL \ \ o\o N EDGE OF PAVEMENT \ BTYP. TRAVELWAY \ \ '\ END OF CG-a a CURB TV A y MI I r POTENTIALFUTURE\. TRAVELWAY CONNECTIONTO ADJACENT PARCELS TO THE WEST NOTE: LAST {5'SPACESoo' T v SEC CON.TTOWARD OVERALL PARKING } L_a .. r INC e 6 J ENTRANCE _ II i . II ^ - PROPOSED - 1 I STRIPED ©fPARKING SPACES iYP. 1 STORY 4] STUCCO . EASEMENT ram+', & BLOCK `- FETE FOR NN (5,250 SF) T ENCROACHMENT n ❑ (D B 3919-263, 2 � RAME PROt j rl Ic^*c BLOG. CURF G-x CURE / INr N- sssa., 1 ENTRANCE �, CONC. i STORY META r'. —� PLANTER �/ BRICK vlets ENTRANGE (28.960 SF) -. - / S EPS T ENT A CE 55980 IAUTO T © Tv SPIRE 1 STORY —a LrITr IacE ( RAMP BRICK ❑I �� PROPOSED Ao00SF + - i OFFICE SPACE _- I(0. ao' (12,175 SF 1 © 2O ENTRANCE ENTRANCE 560.03 580.03 �' 9 I5 5 4.5 c8' T.M. 60-25B TYP �a PAVED LOT e PROPOSED;000 SF PROPOSED x,Soo SF - L. - TYP. - F COMMERCIAL RETAIL RESTAURANT 1.71 ACRES o' ,a - TC F PROPOSED CG-vz T N GAS HAND RAMP x4 INV OJT — METF^ " PROPOSED PROPOSED CG-u PROPOSED EXTERIOR S4.a v --- - IN CG-z CURB HAND. RAMP PATIO(625 SF)) R _. O TYP Q As 9" 9 _ R ae� PROPOSED PERVIOUS ,R PARKING SPACES R x MAy„eLOG SE Z I -all IRON FOUND ROCK WALL p r 'lam A PAVED EXISTINGTREE _ ---- ENTRANCE TO REMAIN _ _ - - --- -r - - RETAINING- / 3 PROPOSED a E_I ���'I - - -EfoT WALI e ACCESS _ _ -I _ i'-d EASEMENT----LOCATIQNOF� _--- l-�I INGRES91EGRESS__ -T - aea: 97 5-i' IN I IHIGH GUT1rR 2\ PROPOSED5 CURB & GTONOEDECORAT VEPROPASPHALT PATHWAY WALL WATER LINE & l ApI,TRT-E13MT` (IVY ROAD (DD 1560-435) U.S. ROUTEON PLAT IN O.B. 296-432 - -- . SHOWN AS SO" WIDE —__—__ ---_ POLE Ci iu' R-1950.00 L=367.34 DISTANCE TO NEAREST INTERSECTION=4z6' 11 (IN FEET) MSPECIFICATIONS GENEBALNOTES: All sign areas and sizes will comply with Albemarle County Code Chapter 18, Section 4.15-Signs and Albemarle County Architectural Review Board (ARB) Sign Guidelines and will require individual sign permit applications. Tenants who feelthese guidelines will not allowfortheir brand and identityto be adequately represented and require alternate sign design will submit signage separately forARB approval. SCOPE OF PLAN 1. Entrance Free Standing Sign- See page 3 2. Wall Signs -See page6 DEVELOPMENT FINISHES 1. Sherwin Williams Dark Bronze Custom Mix 2. Sherwin Williams 6141 Softer Tan 3. Sherwin Williams 91781n the Navy �` GROPEN JPA Tower Investors 2415 Ivy Road Hunter Craig PROJECT LEAD: Mike Andres DATE: 04.21.20 With the exception of previously copyrighted work furnished by client, the above 434.974.4503 DESIGN: Justin Gaynor REV: (2)06.10.20, 006.1&20, W06.22.20 rendering remains the exclusive property of Grapen, Inc This design may not be hunter®huntercraigcompany.com (5)07.06.20 copied in whale or In part without the written consem of Gropen, Inc. ©2020 SIGN TYPE: SCALE: PAGE: 31968 N/A N/A PAVED EXISTINGTREE _ ---- ENTRANCE TO REMAIN _ _ - - --- -r - - RETAINING- / 3 PROPOSED a E_I ���'I - - -EfoT WALI e ACCESS _ _ -I _ i'-d EASEMENT----LOCATIQNOF� _--- l-�I INGRES91EGRESS__ -T - aea: 97 5-i' IN I IHIGH GUT1rR 2\ PROPOSED5 CURB & GTONOEDECORAT VEPROPASPHALT PATHWAY WALL WATER LINE & l ApI,TRT-E13MT` (IVY ROAD (DD 1560-435) U.S. ROUTEON PLAT IN O.B. 296-432 - -- . SHOWN AS SO" WIDE —__—__ ---_ POLE Ci iu' R-1950.00 L=367.34 DISTANCE TO NEAREST INTERSECTION=4z6' 11 (IN FEET) MSPECIFICATIONS GENEBALNOTES: All sign areas and sizes will comply with Albemarle County Code Chapter 18, Section 4.15-Signs and Albemarle County Architectural Review Board (ARB) Sign Guidelines and will require individual sign permit applications. Tenants who feelthese guidelines will not allowfortheir brand and identityto be adequately represented and require alternate sign design will submit signage separately forARB approval. SCOPE OF PLAN 1. Entrance Free Standing Sign- See page 3 2. Wall Signs -See page6 DEVELOPMENT FINISHES 1. Sherwin Williams Dark Bronze Custom Mix 2. Sherwin Williams 6141 Softer Tan 3. Sherwin Williams 91781n the Navy �` GROPEN JPA Tower Investors 2415 Ivy Road Hunter Craig PROJECT LEAD: Mike Andres DATE: 04.21.20 With the exception of previously copyrighted work furnished by client, the above 434.974.4503 DESIGN: Justin Gaynor REV: (2)06.10.20, 006.1&20, W06.22.20 rendering remains the exclusive property of Grapen, Inc This design may not be hunter®huntercraigcompany.com (5)07.06.20 copied in whale or In part without the written consem of Gropen, Inc. ©2020 SIGN TYPE: SCALE: PAGE: 31968 N/A N/A SIGN TYPE: FREESTANDING SIGN ��� PLAN -ENTRANCE SIGN OPTIDN 2 4" 4 50" 62" 12" 24" TENANT E TENANT TWO TENANT THREE TENANT FOUR FRONT ELEVATION - ENTRANCE SIGN OPTION 2 r QTY:I ITWOSIDED 4" 2" 19 1 5/16" 46" SIGN FEATURE PROPOSED CRITERIA SIGN TYPE FREESTANDING MONUMENT MATERIAL ALUMINUM, ACRYLIC, VINYL, AND PAINT BACKGROUND COLOR SHERWIN WILLIAMS 7105 PAPERWHITE TEXT/GRAPHIC TEXT MUST BE DARK BLUE VINYL/SW 9178 IN THE NAVY COLOR(S) FONT UNLIMITED, ART TBD BY TENANT ILLUMINATION (2) 20W KNUCKLE MOUNT LED FLOOD LIGHT (70W EQUIVALENT) 2200 LUMENS EACH DETAILS PAGE 6 TENANT ONE TENANT TWO TENANT THREE TENANT FOUR ROAD SIDE REAR ELEVATION - ENTRANCE SIGN _ SPECIFICATIONS MATERIALS/METHOD: 1. 2" Aluminum cabinetwith 1/8" face, painted 2.1"Aluminum cabinetwith 1/8" face, painted 3.1/8" Acrylic Address numbers, xht=4", painted, mounted with Norton D/S tape 4. 1/4" Aluminum painted panel, Tenant name/logo vinyl Panel mounted to face of cabinetwith D/S tape and silicone 5. 12" Aluminum mow strip 6.4"x4" Posts, direct burial into concrete FONTS: Client Provided Logo/Brand Font 1. Sherwin Williams 9178 1 n the Navy 2. Sherwin W i11isms 6141 Softer Tan 3. Sherwin Williams 7105 Paperwhite 4. Sherwin Williams 7105 Paperwhite 4. Avery Dark Blue Vinyl Copy 5. Sherwin Williams Custom Dark Bronze Mix INSTALL NOTES - Sign direct burial into concrete - See page 5 for placement JPATower Investors Hunter Craig PROJECT LEAD: Mike Andres DATE:04.21.20 Wihtheexceoften ofpreviousl copyrightedworkfurnishedb client, the above SIGN TYPE: SCALE: PAGE: IJ� Co GROPEN 434.974.4503 DESIGN: Justin Gaydos REV:12106.1020,13106.16.20,14106.22.20 rmMeringXcueinstheexclusiveprpertyofGmper.IncThisdesignmaynotbe 31968 2415Ivy Road hunter®huntercraigcompany.com 15107.06.20 copied in whole or in pan without the written caused ofGmpen,Inc©2020 free Standing 1:20 3 TBD t PLAN -LIGHTING L n 1.50in .79in ( 38. 10mm ] ( 20.04mm ] 5.12in [ I30.05mm [ [ 52.76mm ] 7.55in [ 191.77mml 7.00in [ 177.80mm ] 7.65in [ 194.33mm ] MSPECIFICATIONS MATERIALS/METHOD: 1. (2) 20W Knuckle Mount LED Flood Light- 70W Equivalent - 2200 Lumens, Natural 4000K white with 3/4" threaded hub, 1100 beam angle MINSTALL NOTES - Install distance from sign TBD on site, centered on sign - Clientto provide 110Vto site I�p�l JPATower Investors Hunter Craig PROJECT LEAD: Mike Andres OATE:04.21.20 Withtheexce tionofenvansl co ri htedworkhoistedb client, he above SIGN TYPE: SCALE: PAGE: Coto GROPEN 434.974.4503 0 ES I G N: J usti n Gaydos REV: 12106.1020,(3)06.1810,(4)06.22,20 reiMeringmighimsthe exclusiveproperty ofGreece, Inc This designrosy not be 31968 2415 Ivy Road hunter®huntercraigcompany.com I5107.06.20 copied in whole or in pan without the written consent of Gropen. Inc.©2020 ADA 1:20 4 ,G \a E �\" _ m EXISTING GRAVEL \a EXISTING PAVEMENT ^ AREA TO REMAIN' \a _- (MILLIOVERLAY) FI,ED -25A 2 A � F ACRES e/ \ x/ I MIN. PAVED \1 WALL � ry PROPOSEDCONC _ FIRE ACCESS AROUND / BUMPER BLOCKS / II BUILDING EXISTING GRAVEL AREA TO REMAIN- ' ^ \ \ �/V � WALL EDGE OF -P� ` — — -)P= 1556�29 PAVEMENT "�1= INVOUT= 55519 \ PRO'' _N STRIPE" a8•T4P. TRAVELWAY L8'TYP. ��"C"UNI Id6S V r T \\ \ n IOS. 3919-265) END 'OF m F= CURB ENCR,A_ MENI PROPOSED CG-x CURE •d Wn \ POTENTIAL FUTURE TRAVELWAY CONNECTION TO ADJACENT PARCELS TO THE WEST Nh RUN " L119 NOTE L45T (5) SPACES 00 NOT COUNT TOWARD OVERALL PARKING 1 STORY STUCCO & BLOCK 15,250 SF) G 24 3 R _ _ PAVED EXISTING TREE TO REMAIN �3 PROPOSED w E R ACCESS EASEMENT — — — — — cAuls r--, - 1 _- y _ A,ETAL I� r- -- --- �— - — — " 80" BRICK .TtFS L_ .q (28,960 SF) I/B uav OT- I�TVP. 1 STORY ——.-- BRICK — 'ROPOSEDre000SF )FREE SPACE mN zUI PAVED (12.175 SF) GSETBACK 111"�--- �- - IN UPaNl — -. FOUND PANCE ,oa✓_ iS' T.M. 60 25B TYP I1i x8 I:: nol_D .,�-_ r LOT 8 PROPOSED 2,000 SF PROPOSED x,Soo SF 'a P COMMERCIAL RETAIL RESTAURANT -i ICE 'w 1.71 ACRES -_-- PROPOSED CG-n i'o n HAND. RAMP x'!FT-' — PROP05EDCG-u PROPOSED EXTERIOR CONC. / PROPOSED PATIO(625 SF) EPS ---- [ISED S' CG-x CURB HAND. RAMP 3R ;.a PATHWAY 3 EXISTING TREE - - - I TO REMAIN _ - �- -- RETAINING © z OPO�`\ , WALL 9 R A 55 _ - 9• -- - 5•1 vo°R EAS EN'L — LOCATION11F --- INGRESSIEGRESS \Mh1 aALK '�--_ _ 9757 F��. LURE ' POLL `' -- u(((,IN-iilr ''PARKING :. f FuiLL - —.�— DUKE R 19s0.00 - 60" _ OL - '�'M Id 1 Il IL= 97 57' \ — II. POLE \L=387.34 L., (TPROPOSE 5' FREE STANDING SIGN LOCATION PROPOSED g'HIGH ASPHALT PATHWAY -- - STONEDECORATIVE DISTANCETO _ - WALL - WATER LINE & NEAREST INV PI I >APPUh`F`E$MT. INTERy+ 560 6 ROAD)296— 432 (D.9. 15fic-475) - --SECTION DF 56 ..:: ROUTE 250 (IVY D.B U.S. . . WIDE ON PLAT IN SHOWN AS y_. — --- (IN FEET) JPATower Investors Hunter Craig PROJECT LEAD: Mike Andres DATE:04.21.20 With the exception ofpreviousl copyrightedWorkfurnishedb client, Ile.,"we SIGN TYPE: SCALE: PAGE: /�co Coto GROPEN 434.974.4503 DESIGN: Justin Gaydos REV:I2I06.10.20,I3I06.18.20,(4)06.22.20 rendering remains the exclusive property of Gordon, Inc This design maytbe 31968 2415Ivy Road hunter®huntercraigcompany.com (5)07.06.20 copied in whale or In dart without the writtenconsemofGropen,Inc©2020 Free Standing 1`=30' S V V SIGN FEATURE PROPOSED CRITERIA LOCATIONS SEE ACCOMPANYING BUILDING ELEVATIONS FOR THE LOCATION OF THE SIGN BANDS AND PLACEMENTS SIGNS SHALL BE CENTERED HORIZONTALLY WITH IN FIRST FLOOR STORE FRONT WINDOWS AND CENTERED VERTICALLY WITHIN DESIGNATED SIGN BAND IN DESIGNATED SIGN BAND. SIZE LIMITATIONS STANDARD ARB GUIDELINES REGARDING SIZE AND PROPORTIONS APPLY. LETTER TYPE/ FONT UNLIMITED RACEWAY COLOR (IF USED) TO MATCH THE COLOR OF THE WALL SW 6141 SOFTER TAN GRAPHICS DETAILS NO LIMITTO OVERALL GRAPHIC COLORS AS LONG AS INDIVIDUAL TENANT GRAPHICS TOTAL NUMBER IS LIMITED TO THREE (3) AND ALL COLORS HAVE A COORDINATED APPEARANCE BACKGROUNDS OF GRAPHICS MAY BE REQUIRED TO BE OPAQUE TO MEET THE SIGN GUIDELINES. LETTER FACE WHITE TRANSLUCENT ACRYLIC rn m W F RETURN/TRIM COLOR SW 9178 IN THE NAVY OR SW DARK BRONZE CUSTOM MIX z z a ILLUMINATION SIGNS MAY BE INTERNALLY OR DOWN -WASH ILLUMINATED (SEE DIAGRAMS 1 & 2). ILLUMINATION TO COMPLY WITH ALBEMARLE CO. CODE CH. 18, SEC. 4.15.17 N LETTERS SW 9178 IN THE NAVY OR WHITE W z z SIGNS MAY BE INTERNALLY, HALO -LIT ILLUMINATED (SEE DIAGRAM 3). ILLUMINATION LIGHT OUTPUT SHOULD NOT EXCEED THREE THOUSAND (3,000) LUMENS c PER LUMINAIRE. NOTE(S): DIAGRAMS ARE SHOWN FOR REFERENCE ONLY. ACTUAL TENANT SIGNS WILL REFLECT INDIVIDUAL TENANT IDENTITY THROUGH SHAPE, FONT, ETC. ALL SIGNS WILL REQUIRE INDIVIDUAL SIGN PERMIT APPLICATIONS. 7EM ° K7 SMIRE Goo& Mid serAces Side Elevation Front Elevation CHANNEL LETTERS WITH WHITE ACRYLIC FACES INDIVIDUALLY MOUNTED OR WITH RACEWAY PAINT RETURNS AND TRIM SW 9178 IN THE NAVY OR SW DARK BRONZE CUSTOM MIX ��� CHANNEL LETTERS -INTERNAL ILLUMINATION Front Elevation w/ Illumination shown i lrm A A �A A A A � � • ' TEN � NT TORE I • • • - Goods al�d Sesvti,ces Side Elevation Front Elevation CHANNEL LETTERS WITH SW 9178 IN THE NAVY OR WHITE INDIVIDUALLY MOUNTED OR WITH RACEWAY PAINT RETURNS AND TRIM SW 9178 IN THE NAVY OR SW DARK BRONZE CUSTOM MIX CHANNEL LETTERS - DOWN WASH ILLUMINATION Front Elevation w/ Illumination shown ACRYLIC FACES TENANT STORE Gololds alsd S2INUFFIS Alternate Color Option TENANT STORE TE=NANT STC Goods and Services Goods and Service: Side Elevation Front Elevation Front Elevation w/ Illumination shown REVERSE -CHANNEL LETTERS WITH INTERNAL, HALO -LIT ILLUMINATION PAINT SW 9178 IN THE NAVY OR WHITE, INDIVIDUALLY MOUNTED CHANNEL LET J TERS-HALO-LIT � GMWIll 9110, J.vices Alternate Color Option I� JPATower Investors Hunter Craig PROJECT LEAD: Mike Andres DATE:04.21.20 Wihtheexce ftenofpreviousl copyrightedworkfurnishedb client the above SIGN TYPE: SCALE: PAGE: GROPEN 434-974.4503 DESIGN: Justin Gaydos REV:12I06.1020,13106.16.20,14106.22.20 redderidgixmainstheexclusiveprertyofGroper,Inc.Thisdesignmaynotbe Tenant 31968 2415 Ivy Road hunter®huntercraigcore pany.com I5I07.06.20 copied in whole or in part without the written conm seof Groped, Inc. ©2020 Wall Sign NTS 6 SIGN FEATURE PROPOSED CRITERIA SIGN TYPE CHANNEL LETTERS NON -ILLUMINATED OR INTERNALLY ILLUMINATED INDIVIDUALLY BOTTOM -MOUNTED TO AWNING LETTER FACE COLOR WHITE TRANSLUCENT ACRYLIC TRIM CAP COLOR SW 9178 IN THE NAVY OR SW DARK BRONZE CUSTOM MIX /RETURN COLOR LOCATIONS SIGN POSITIONS MUST COORDINATE WITH ARCHITECTURAL DETAILS OF THE BUILDING SIZE LIMITATIONS STANDARD ARB GUIDELINES REGARDING SIZE AND PROPORTIONS APPLY. GRAPHICS DETAILS NO LIMITTO OVERALL GRAPHIC COLORS AS LONG AS INDIVIDUAL TENANT GRAPHICS TOTAL NUMBER IS LIMITED TO THREE AND ALL COLORS HAVE A COORDINATED APPEARANCE BACKGROUNDS OF GRAPHICS MAY BE REQUIRED TO BE OPAQUE TO MEET THE SIGN GUIDELINES. ILLUMINATION DETAILS SIGNS MAY BE INTERNALLY ILLUMINATED. ILLUMINATION TO COMPLY WITH ALBEMARLE CO. CODE CH. 18, SEC. 4.15.17 LETTER TYPE/FONT UNLIMITED TilE ►NA ►NT STOO ROE Side Elevation CHANNEL LETTERS WITH WHITE ACRYLIC FACES BOTTOM -MOUNTED TO AWNING AWNING SIGN -CHANNEL LETTERS Front Elevation NOTE(S): DIAGRAMS ARE SHOWN FOR REFERENCE ONLY. ACTUAL TENANT SIGNS WILL REFLECT INDIVIDUAL TENANT IDENTITY THROUGH SHAPE, FONT, ETC. ALL SIGNS WILL REQUIRE INDIVIDUAL SIGN PERMIT APPLICATIONS. �` I�p�l JPATower Investors Hunter Craig PROJECT LEAD: Mike Andres DATE:04.21.20 Wihtheexce ftenofpreviousl copyrightedworkfurnishedb client the above SIGN TYPE: SCALE: PAGE: GROPEN 434.974.4503 DESIGN: Justin Gaydos REV:12I06.1020,(3)06.16.20,14106.22.20 readeringxmainstheexclusiveprertyofGroner.IncThisdesignmaynotbe Tenant 31968 2415 Ivy Road hunter®huntercraigcompany.com 15107.06.20 copied in whole or in part without the written consent of Groped, Inc. ©2020 Awning Sign NTS 7 %.'\ SOUTH ELEVATION -BUILDING SIGN AREA EAST ELEVATION -BUILDING SIGN AREA c 36" — — — — — — — — — 3 BUILDING SIGN BANDS SIGN BAND, SIGNS MUST BE CENTERED AND FIT WITHIN THIS AREA SIGNS MUST ALSO COMPLY WITH ALL APPLICABLE SIGN REGULATIONS AS DESCRIBED IN ALBEMARE COUNTY CODE 4.15 * AREAS FOR AWNING SIGNS NOT SHOWN, SEE PAGE 7 FOR AWNING CRITERIA I� JPATower Investors Hunter Craig PROJECT LEAD: Mike Andres OATE:04.21.20 Withtheexce tionofpreviousl copyrightedworkfurnishedb clienttheahove SIGN TYPE: SCALE: PAGE: GROPEN 434.974.4503 DESIGN: Justin Gaydos REV:(2)06.1020,(3)06.16.20,(4)06.22.20 reiMeringmmzmstheexclusivepropertyofGeepen,IncThisdesignmaynotbe 1„6"=,. 31968 2415 Ivy Road hunter®huntercraigcompany.com (5)07.06.20 copied in whole or in pan without the written consent of Gropen. 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