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ARCHITECTURAL REVIEW BOARD STAFF REPORT

Project #/Name ARB-2020-34: Valvoline Initial Site Plan

Review Type Initial Site Plan/Preliminary Review of Architectural Design

Parcel Identification 04500-00-00-111C0

Location East of 29 North, west of Gander Drive between Atlantic Union Bank and Goodwill

Zoned Highway Commercial (HC), Entrance Corridor (EC)

Owner/Applicant First Gold Leaf Land Trust / CESO (Kelly Schwieterman)

Magisterial District Rio

Proposal To construct a 2,080-sf oil change facility with associated site improvements on approximately .52 acres.

Context The subject property is accessed by an internal road, Gander Drive, and is located within the Northtown Center

development. Route 29 is largely characterized by commercial development with nearby developments including

Rivanna Plaza across Route 29 to the west, Lowe’s and Rio Hill Shopping Center to the southwest, Harbor Freight

and Goodwill in the former Gander Mountain store to the south, and another phase of the Northtown Center to the

southeast.

Visibility The north, south (sides), and west (front) elevations are expected to be visible from the Entrance Corridor.

ARB Meeting Date April 20, 2020

Staff Contact Khris Taggart

PROJECT HISTORY

The ARB reviewed ARB-2013-183, a proposal to construct a one-story, 2,400 s.f. Sonic restaurant with associated parking, outdoor seating and drive-

thru/drive-in food service for this site.

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Fig 1: Google Image (left showing project area along the Entrance Corridor and County GIS map (right) highlighting subject property.

ANALYSIS

Gray highlight = means the guideline can’t be reviewed at initial site plan stage, but recommendations can be provided for final

Yellow highlight = means the guideline can only be reviewed for location/configuration at the initial plan stage

Regular text = means the guideline can be reviewed at initial plan stage, can be made a condition of initial plan approval, and can be the basis for denial

REF GUIDELINE ISSUE RECOMMENDATION

Purpose, Compatibility with significant historic sites and the character of the Entrance Corridor; Structure design

1 The goal of the regulation of the design of development

within the designated Entrance Corridors is to ensure that

new development within the corridors reflects the

traditional architecture of the area. Therefore, it is the

purpose of ARB review and of these Guidelines, that

proposed development within the designated Entrance

Corridors reflect elements of design characteristic of the

significant historical landmarks, buildings, and structures

of the Charlottesville and Albemarle area, and to promote

orderly and attractive development within these corridors.

Applicants should note that replication of historic structures

is neither required nor desired.

The building’s simple form, roof shape, and

tower element and awnings emphasizing the

entrance are features found in local historic

buildings; however, the use of EIFS as the

primary building material is not reflective of

traditional architecture of the area. Revising

the mix of wall materials, making brick the

primary material and using EIFS only as a

minor material for detailing, would be more

appropriate. Incorporating a second color of

brick may help to further integrate the

building into the surrounding context of

Revise the design to

make brick the primary

wall material. Limit EIFS

to a minor material for

detailing.

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2 Visitors to the significant historical sites in the

Charlottesville and Albemarle area experience these sites

as ensembles of buildings, land, and vegetation. In order

to 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.

buildings.

The character of this Entrance Corridor is a

mixture of small- and large-scale commercial

buildings. The proposed building would be

consistent with the forms and scale of the

smaller structures within the EC. The

proposed landscaping would bring the site

more in line with the EC Guidelines.

The overhead doors appear to incorporate

glass; however, this is not indicated in the

architectural drawings.

Indicate in the

architectural drawings the

materials to be utilized in

the overhead doors.

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 careful balance between harmonizing new development

with the existing character of the corridor and achieving

compatibility with the significant historic sites in the area.

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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.

10 Buildings should relate to their site and the surrounding

context of buildings.

12 Architecture proposed within the Entrance Corridor

should use forms, shapes, scale, and materials to create a

cohesive whole.

11 The overall design of buildings should have human scale.

Scale should be integral to the building and site design.

The storefront bays, garage bay doors, and

the awning help to break up the façade of the

building and create a sense of human scale.

None at this time.

13 Any appearance of “blankness” resulting from building

design should be relieved using design detail or

vegetation, or both.

The north elevation, which is visible from

Seminole Trail, has the appearance of

“blankness” resulting from the lack of design

details. This blankness would be relieved

through the addition of design details such as

the storefront window/awning utilized on the

west and south elevations or by incorporating

additional building materials.

The south elevation, also visible from

Seminole Trail, has an awkward appearance

resulting from the length of the awning

extending beyond the window. Aligning the

windows and awning would create a

cohesive whole along this elevation.

Revise the north elevation

to incorporate additional

design details to relieve

“blankness”.

Increase the size of the

window along the south

elevation to match the

length of the awning

above.

14 Arcades, colonnades, or other architectural connecting

devices should be used to unify groups of buildings within

a development.

There are no connecting devices proposed in

this site. A single building is proposed, so a

connecting device is not necessary.

None.

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15 Trademark buildings and related features should be

modified to meet the requirements of the Guidelines.

This building appears to be a standardized

design with options for building materials.

Revise the EIFS to a

secondary building

material to better meet

the requirements of the

Guidelines.

16 Window glass in the Entrance Corridors should not be

highly tinted or highly reflective. Window glass in the

Entrance Corridors should meet the following criteria:

Visible light transmittance (VLT) shall not drop below

40%. Visible light reflectance (VLR) shall not exceed

30%. Specifications on the proposed window glass should

be submitted with the application for final review.

Specifications on the proposed window glass

and samples of tinted window glass have not

been submitted at this time.

Provide specifications on

the proposed window

glass. Provide samples, if

tinted window glass is

proposed.

Accessory structures and equipment

17 Accessory structures and equipment should be integrated

into the overall plan of development and shall, to the

extent possible, be compatible with the building designs

used on the site.

There are no accessory structures proposed.

The proposed equipment, located behind the

building, is not expected to be visible from

the Entrance Corridor.

None.

18 The following should be located to eliminate visibility from

the Entrance Corridor street. 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 security fencing devices.

The dumpster is screened from view of the

EC street by landscaping and a CMU wall

clad in brick/EIFS veneer matching the

building.

The proposed ground mounted equipment,

located behind the building, is not expected

to be visible from the Entrance Corridor.

There are roof vents proposed on the north,

east and south sides of the main roof and the

east side of the tower roof. In the current

locations shown, 4 out of the 12 vents are

expected to be partially visible. However, the

architectural plans include a note stating,

“verify quantity and locations” of the

proposed equipment. The equipment,

including the visible portions, is proposed to

be painted SW 7046 Anonymous to match

the roof. The current locations shown and the

None.

None.

None.

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color proposed sufficiently mitigates the

visibility of the proposed equipment. Note

that alternate locations with greater visibility

will not be approved.

The gas meter located near the northeast

corner of the building may be visible from

the EC. Relocating it to the rear elevation

would eliminate visibility from the EC.

Revise the building

elevations to show the

gas meter along the rear

elevation.

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.

The dumpster enclosure is clad in brick/EIFS

veneer matching the building.

None.

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.”

The note is not present on the site or

architectural plan.

Add the standard

mechanical equipment

note to the site and

architectural plans.

Lighting

22 Light should be contained on the site and not spill over

onto adjacent properties or streets;

The lighting does not exceed .5 foot-candles

over any public roadways or adjacent

properties.

None.

23 Light should be shielded, recessed or flush-mounted to

eliminate glare. All fixtures with lamps emitting 3000

lumens or more must be full cutoff fixtures.

The proposed lighting is flush mounted. The

proposed lamps emitting 3000 lumens or

more are full cutoff.

None.

24 Light levels exceeding 30 foot-candles are not appropriate

for display lots in the Entrance Corridors. Lower light

levels will apply to most other uses in the Entrance

Corridors.

The maximum proposed illumination at the

ground is 6.8 fc, which is expected to have

an appropriate appearance.

None.

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.

The proposed fixtures do not have a

consistent color temperature. The pole-

mounted fixtures have a color temperature

approximating white daylight (5k) while the

wall-mounted fixtures have a color

temperature of soft, warm white (3k).

Revise the pole-mounted

fixtures to soft, warm

white (3k).

26 Dark brown, dark bronze, or black are appropriate colors

for free-standing pole mounted light fixtures in the

Entrance Corridors.

The wall and pole-mounted fixtures are

proposed with a black finish.

None.

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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.

The height of the proposed pole-mounted

lights does not exceed 20’. However, it is

unclear if this includes the base.

The architectural plans indicate two types of

wall lights; however, only one cutsheet was

provided.

The photometric plan includes proposed

lights with an LLF (maintenance factor) of

less than 1.0 (0.855). This should be revised

to 1.0.

Include a note on the

lighting plan indicating

that the 20’ maximum

height of the pole-

mounted light fixtures

includes any base.

Revise the lighting plan

to include cut sheets for

all wall lights.

Revise lights with an LLF

(maintenance factor) of

less than 1.0 to 1.0.

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.”

The note is not present on the lighting plan. Add the standard lighting

note to the lighting plan.

30-

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Guidelines for the Use of Decorative Landscape Lighting There is no decorative landscape lighting

proposed for the site.

None.

Landscaping

7 The requirements of the Guidelines regarding landscaping

are intended to reflect the landscaping characteristic of

many of the area’s significant historic sites which is

characterized by large shade trees and lawns. Landscaping

should promote visual order within the Entrance Corridor

and help to integrate buildings into the existing

environment of the corridor.

Street frontage along this stretch of the EC is

characterized by primarily large shade trees

with interspersed ornamental trees. There are

existing large shade trees (5) planted along

the frontage of the EC. The existing trees

range from 4” – 6” caliper and are spaced

between 17’ and 69’ on center. The existing

quantity of trees meets the requirement;

however, spacing exceeds 35’ in some

places. In addition, there are no ornamental

trees existing along the frontage or proposed

Revise the landscape plan

to show interspersed

ornamentals trees along

the EC.

8 Continuity within the Entrance Corridor should be

obtained by planting different types of plant materials that

share similar characteristics. Such common elements

allow for more flexibility in the design of structures

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because common landscape features will help to

harmonize the appearance of development as seen from

the street upon which the Corridor is centered.

along the lease area. The addition of

interspersed ornamentals in the gaps along

the frontage would increase the continuity

along the corridor.

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 3½

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:

a. Large trees should be planted parallel to all interior

roads. Such trees should be at least 2½ inches caliper

(measured six inches above the ground) and should be of a

plant species common to the area. Such trees should be

located at least every 40 feet on center.

There is no planting area proposed along

Gander Drive. The proposed site layout

leaves the Gander frontage open for

vehicular circulation. This planting does not

appear to be feasible.

None.

34 Landscaping along interior pedestrian ways:

a. Medium trees should be planted parallel to all interior

pedestrian ways. Such trees should be at least 2½ 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.

There are no interior pedestrian ways beyond

the sidewalk along the perimeter of the

building.

None.

35 Landscaping of parking areas:

a. Large trees should align the perimeter of parking areas,

located 40 feet on center. Trees should be planted in the

Three large shade trees are proposed along

the western perimeter of the paved area. This

satisfies the required quantity of trees;

Revise the landscape plan

to include additional

planting in the gap along

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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 2½ 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

parking area’s impact on Entrance Corridor streets. Shrubs

should measure 24 inches in height.

however, the spacing is irregular, leaving a

gap aligned with the entrance tower.

Additional landscaping should be provided

to fill the gap and provide a consistent

appearance.

The proposed shrubs along the perimeter of

the parking area are 24” - 30” in height.

The south perimeter of the parking area has

the required number of trees; however, the

spacing is irregular. This spacing

accommodates existing trees located outside

the project area along the southern boundary

of the lease area, which help to screen the

paved areas of the site.

Three trees are required along the northern

perimeter of the parking area, but none are

proposed.

There are ten parking spaces proposed. This

requires one interior tree, which has been

proposed.

At 2” caliper, the proposed interior and

perimeter trees are smaller than the

requirement.

the western perimeter of

the paved area.

None.

None.

Revise the landscape plan

to show large shade trees

at 40’on center and 2.5”

caliper along the northern

perimeter of the parking

area.

None.

Revise the caliper of the

proposed interior and

perimeter parking trees to

the required 2.5”.

36 Landscaping of buildings and other structures:

a. Trees or other vegetation should be planted along the

There is a planting bed proposed along the

west end of the building in front of the

Revise the landscaping

proposed to shrubs that

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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 thru” windows; service areas; and signs.

Shrubs should measure at least 24 inches in height.

building’s entrance. The shrubs proposed are

18” in height.

are at least 24” in height.

37 Plant species:

a. Plant species required 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).

The proposed plants are on the recommended

species list.

None.

38 Plant health:

The following note should be 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 the

plant.”

The note is not present on the landscape plan. Add the standard

landscaping note to the

landscape plan.

Development pattern

Site development and layout

6 Site development should be sensitive to the existing

natural landscape and should contribute to the creation of

an organized development plan. This may be

accomplished, to the extent practical, by preserving the

trees and rolling terrain typical of the area; planting new

trees along streets and pedestrian ways and choosing

species that reflect native forest elements; insuring that

any grading will blend into the surrounding topography

thereby creating a continuous landscape; preserving, to the

extent practical, existing significant river and stream

valleys which may be located on the site and integrating

these features into the design of surrounding development;

and limiting the building mass and height to a scale that

does not overpower the natural settings of the site, or the

Entrance Corridor.

The site has been previously graded, and the

existing grading is not being significantly

altered.

None.

39 The relationship of buildings and other structures to the The building is parallel to the EC and the None.

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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 32.5.2.n of the Albemarle County

Zoning Ordinance apply, then improvements required by

that section should be located so as to maximize the use of

existing features in screening such improvements from

Entrance Corridor streets.

f. The placement of structures on the site should respect

existing views and vistas on and around the site.

distance from the building to the EC and on-

site circulation patterns are similar to the

surrounding area.

An existing sidewalk runs along Seminole

Trail and is to remain.

The site has been previously graded. No

significant natural features remain.

Views are not expected to be negatively

impacted.

Site Grading

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 generally unacceptable.

Proposed contours on the grading plan shall be rounded with

a ten-foot minimum radius where they meet the adjacent

condition. Final grading should achieve a natural, rather than

engineered, appearance. Retaining walls 6 feet in height and

taller, when necessary, shall be terraced and planted to blend

with the landscape.

The existing site grading is not being

significantly altered.

None.

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41 No grading, trenching, or tunneling should occur within the

drip line of any trees or other existing features designated

for preservation in the final Certificate of Appropriateness.

Adequate tree protection fencing should be shown on, and

coordinated throughout, the grading, landscaping and

erosion and sediment control plans.

There are existing trees along the frontage

and along the southern perimeter of the

project/lease area, but no existing trees are

shown on the existing conditions plan.

There are no existing trees in the

project/lease area. Tree protection fencing

for the existing trees along the southern

perimeter of the project/lease area is not

shown on the grading, landscaping, or

erosion and sediment control plans.

Show existing trees on

the existing conditions

plan

Show areas designated

for preservation on the

site plan. Maintain

grading outside the

driplines of trees to

remain. Show tree

protection fencing on and

coordinated throughout

the grading, landscaping,

and erosion and sediment

control plans.

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.

There are no areas in the project/lease area

that are designated for preservation. The

existing trees along southern perimeter of the

project/lease area should be clearly

delineated and protected.

43 Preservation areas should be protected from storage or

movement of heavy equipment within this area.

There are no areas in the project/lease area

that are designated for preservation. The

existing trees along southern perimeter of the

project/lease area should be protected from

storage or movement of heavy equipment.

20 Surface runoff structures and detention ponds should be

designed to fit into the natural topography to avoid the need

for screening. When visible from the Entrance Corridor

street, these features must be fully integrated into the

landscape. They should not have the appearance of

engineered features.

The stormwater features proposed are

underground.

None.

44 Natural drainage patterns (or to the extent required, new

drainage patterns) should be incorporated into the finished

site to the extent possible.

The site has been previously graded.

Drainage patterns are not changing.

None.

SIGNS Signage is reviewed and approved by a

separate submission. However, the following

preliminary comments are provided.

The ARB may require that the color and

Sign applications are

required for all proposed

signs.

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scale of standard templates for trademarks,

service marks, corporate logos, and graphics

be modified.

Cabinet style signs are shown on the west,

south and east elevations. This is not the

preferred sign type in the ECs. Note the

cabinet sign on the east elevation will not be

visible from the EC; therefore; that particular

sign does not require ARB review. If

illuminated, the background portion of the

cabinet style signs must be opaque.

The signs appear to propose four colors. The

use of three colors or fewer is appropriate for

signs in the Entrance Corridor.

The Pantone equivalents for the proposed

sign colors are not indicated in the

architectural drawings but similar signs use

Pantone red 485C. 485C is not approvable as

a primary sign color. Pantone 187C has been

approved as an acceptable substitute by the

ARB. On a case by case basis, 485C may be

acceptable as a secondary color.

Eliminate cabinet style

signs or limit them to

secondary signs. All

cabinet type signs must

have opaque

backgrounds.

Reduce the number of

colors used in the sign to

be no more than three

(including white).

Eliminate overly intense

colors from the sign

proposal.

SUMMARY OF RECOMMENDATIONS

Staff recommends the following as the primary points of discussion:

1. Landscaping along the EC and the perimeter of the parking area.

2. Proposed building materials.

3. Design of the north and south elevations.

4. The signage shown in the elevations.

Staff recommends that the ARB forward the following recommendations to the Agent for the Site Review Committee:

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• Regarding requirements to satisfy the design guidelines as per § 18-30.6.4c(2), (3) and (5) and recommended conditions of initial plan approval:

None.

• Regarding recommendations on the plan as it relates to the guidelines:

None.

• Regarding conditions to be satisfied prior to issuance of a grading permit:

1. Maintain grading outside the driplines of trees to remain. Show tree protection fencing on, and coordinated throughout, the grading,

landscaping, and erosion and sediment control plans.

• Regarding the final site plan submittal:

A Certificate of Appropriateness is required prior to final site plan approval. The following items and all items on the ARB Final Site Plan

Checklist must be addressed:

1. Revise the design to make brick the primary wall material. Limit EIFS to a minor material for detailing.

2. Indicate in the architectural drawings the materials to be utilized in the overhead doors.

3. Revise the north elevation to incorporate additional design details to relieve “blankness”.

4. Increase the size of the window along the south elevation to match the length of the awning above.

5. Revise the EIFS to a secondary building material to better meet the requirements of the Guidelines.

6. Provide specifications on the proposed window glass. Provide samples, if tinted window glass is proposed.

7. Revise the building elevations to show the gas meter along the rear elevation.

8. Add the standard mechanical equipment note to the site and architectural plans.

9. Revise the pole-mounted fixtures to soft, warm white (3k).

10. Include a note on the lighting plan indicating that the 20’ maximum height of the pole-mounted light fixtures includes any base.

11. Revise the lighting plan to include cut sheets for all wall lights.

12. Revise lights with an LLF (maintenance factor) of less than 1.0 to 1.0.

13. Add the standard lighting note to the lighting plan.

14. Revise the landscape plan to show interspersed ornamentals trees along the EC.

15. Revise the landscape plan to include additional planting in the gap along the western perimeter of the paved area.

16. Revise the landscape plan to show large shade trees at 40’on center and 2.5” caliper along the northern perimeter of the parking area.

17. Revise the caliper of the proposed interior and perimeter parking trees to the required 2.5”.

18. Revise the landscaping proposed to shrubs that are at least 24” in height.

19. Add the standard landscaping note to the landscape plan.

20. Show existing trees on the existing conditions plan.

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21. Show areas designated for preservation on the site plan. Maintain grading outside the driplines of trees to remain. Show tree protection

fencing on and coordinated throughout the grading, landscaping, and erosion and sediment control plans.

22. Sign applications are required for all proposed signs. Eliminate cabinet style signs or limit them to secondary signs. All cabinet type

signs must have opaque backgrounds. Reduce the number of colors used in the sign to be no more than three (including white).

Eliminate overly intense colors from the sign proposal.

16

TABLE A

This report is based on the following submittal items:

Sheet # Drawing Name Drawing Date/Revision Date

Site Plan

C1.0 Title 3/6/20

C2.0 Ex. Conditions and Demolition Plan 3/6/20

C3.0 Site Plan 3/6/20

C4.0 Grading Plan 3/6/20

C5.0 Storm Drainage Plan 3/6/20

C6.0 Utility Plan 3/6/20

C7.0 Construction Details 3/6/20

C8.0 Photometric Plan 3/6/20

L1.0 Landscape Plan 3/6/20

L2.0 Irrigation Plan 3/6/20

Architectural Drawings

A-3a Exterior Elevations 2/19/20

A-3b Exterior Elevations 2/19/20

17

ATTACHMENTS

1. Site Plan and Architectural Drawings

2. Material Board

© 2020 Microsoft Corporation © 2020 DigitalGlobe ©CNES (2020) Distribution Airbus DS

PROPERTY DATA:

PARCEL OWNER: FIRST GOLD LEAF AND TRUST

TM: 45-111C

PARCEL ID: 04500-00-00-111C0

ADDRESS: GANDER DRIVE

CHARLOTTESVILLE, VA 22901

PROPERTY AREA: 49,546.90 SQ. FT. (1.14 AC.)

ZONING: HIGHWAY COMMERCIAL (HC)

EXISTING USE: UNDEVELOPED VACANT LOT

PROPOSED USE: MOTOR VEHICLE SERVICE AND MAINTENANCE

FLOODPLAIN: ENTIRE SITE IS IN ZONE X - AREA OF MINIMAL FLOOD HAZARD

DISTANCE FROM PROPOSED

INGRESS/EGRESS TO NEAREST APPROXIMATELY 418 FT. ALONG GANDER DR. CENTERLINE

STREET INTERSERCTION

REQUIRED PROPOSED

BUILDING SETBACKS

FRONT: 10' 89.80'

SIDE: 0' 51.53' - 123.78'

REAR: 0' 82.50'

PARKING SETBACKS/REQUIREMENTS

FRONT: 10' 14'

SIDE: 0' 27.7' - 22'

REAR: 0' 31.6'

STALL DIMENSIONS: 10' X 18' 10' X 18'

MAXIMUM BUILDING HEIGHT: 65' 28.9'

MAXIMUM SQ FT COMMERCIAL USE: 22,533.90 SF (LEASE AREA)

PERCENT & ACREAGE OPEN SPACE: 51.3% (0.580 ACRES)

MAXIMUM IMPERVIOUS COVER: 48.7%

PARKING CALCULATION:

TOTAL PARKING SPACES: 10 10

ADA PARKING SPACES: 1 1

GOVERNING AGENCIES AND UTILITY COMPANIES:

VARIOUS UTILITIES THAT DO WORK WITHIN VARIOUS PARTS OF THE CITY/COUNTY ARE LISTEDBELOW AS AN INITIAL AID TO THE ENGINEER. PLEASE VERIFY LOCAL UTILITIES IN THE VICINITY OFTHE SITE AND INCLUDE THEIR CONTACT INFORMATION ON THE PLANS ACCORDING TO THEFOLLOWING FORMAT:

CITY OF CHARLOTTESVILLE

RIO MAGISTERIAL DISTRICT

ALBEMARLE COUNTY, VIRGINIA

PRIVATE SITE IMPROVEMENT PLANS

FOR

VALVOLINE INSTANT OIL CHANGE

CHARLOTTESVILLE, VA 22901

MARCH 2020

SURVEY PROVIDED BY:

U.S. SURVEYOR

4929 RIVERWIND POINTE DRIVE

EVANSVILLE, IN 47715

CONTACT: MICHAEL FELDBUSCH

PHONE: 1-(800)-867-8783 EXT. 208

MFELDBUSCH@USSURVEYOR.COM

CESO PROVIDES NO GUARANTEE TO THE ACCURACY OF THE

SURVEY PROVIDED BY U.S. SURVEYOR. CONTRACTOR TO

VERIFY EXISTING CONDITIONS PRIOR TO BID AND

CONSTRUCTION.

SEWER:

ALBEMARLE COUNTY SERVICE

AUTHORITY

168 SPOTNAP ROAD

CHARLOTTESVILLE, VA 22911

PHONE: (434) 977-4511

VICINITY MAPNTS

BENCHMARKELEVATION* DESCRIPTION

BM #1 459.30' NW CORNER OF PARCEL B

BM #2 456.52' SE CORNER OF PARCEL B

* VERTICAL DATUM: NAVD88

WATER:

ALBEMARLE COUNTY SERVICE

AUTHORITY

168 SPOTNAP ROAD

CHARLOTTESVILLE, VA 22911

PHONE: (434) 977-4511

STORMWATER:

ALBEMARLE COUNTY SERVICE

AUTHORITY

168 SPOTNAP ROAD

CHARLOTTESVILLE, VA 22911

PHONE: (434) 977-4511

ZONING:

ALBEMARLE COUNTY ZONING

401 MCINTIRE ROAD

CHARLOTTESVILLE, VA 22902

PHONE: (434) 296-5832

COMMUNICATIONS:

EMBARQ/CENTURYLINK

CUSTOMER SERVICE: (434) 974-6928

ELECTRIC:

DOMINION VIRGINIA POWER

CONTACT: KELVIN PARKEREMERGENCY: (434) 972-6738

GAS SERVICE:

CHARLOTTESVILLE GAS

CONTACT: IRENE PETERSONEMERGENCY: (434) 970-3812

FORTY-EIGHT (48) HOURS BEFORE DIGGING ISTO COMMENCE, THE CONTRACTORS SHALLNOTIFY THE FOLLOWING AGENCIES: VIRGINIAONE CALL AT 811 OR (800) 552-7001 AND ALLOTHER AGENCIES WHICH MIGHT HAVEUNDERGROUND UTILITIES INVOLVING THISPROJECT AND ARE NONMEMBERS OF VIRGINIAONE CALL.

CONSTRUCTION MANAGER:VALVOLINE INSTANT OIL CHANGE100 VALVOLINE WAYLEXINGTON, KY 40509CONTACT: JOHN CULLEYPHONE: (859) 221-8641EMAIL: JOHN.CULLEY@VALVOLINE.COM

OWNER/DEVELOPER:VALVOLINE INSTANT OIL CHANGE100 VALVOLINE WAYLEXINGTON, KY 40509CONTACT: JASON HUNTPHONE: (859) 357-7188EMAIL: JASON.HUNT@VALVOLINE.COM

ARCHITECT:CESO, INC.175 MONTROSE W. AVE SUITE 400AKRON, OH 44321CONTACT: HEATH MINYARDPHONE (479) 321-3225EMAIL: MINYARD@CESOINC.COM

ENGINEER:CESO, INC.3601 RIGBY RD. SUITE 300MIAMISBURG, OH 45342CONTACT: KELLY SCHWIETERMANPHONE: (937) 401-3413EMAIL: SCHWIETERMAN@CESOINC.COM

C1.0

TITLE

BABAS NOTED

Date

Drawing No.

Project No.

Scale

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Drawing Title

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MONWEALTH OF VIRGIN

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PR

OFESSIONAL ENGIN

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FRESHNERLic. No. 0402060785

ZACHARY DAVID

LOCATION MAPNO SCALE

VIRGINIA RICHMOND

ROANOKE

CHARLOTTESVILLE

CHESAPEAKE

SITE

ABUTTING PARCEL MAP1" = 100'

TM 45-111AFIRST GOLD LEAF LAND TRUST

WENDELL WOOD, TRUSTEEZONING: HC

PARCEL ID: 04500-00-00-11100USE: VACANT

TM 45-110CFIRST GOLD LEAF LAND TRUST

ZONING: HCPARCEL ID: 04500-00-00-110C0

USE: SHOPPING CENTER

TM 45-110PTAP INVESTMENTS LLC &APTAP INVESTMENTS LLC

ZONING: HCPARCEL ID: 04500-00-00-11000

USE: SHOPPING CENTERTM 45-11APLANTERS BANK & TRUST

COMPANY OF VIRGINIAZONING: HC

PARCEL ID: 04500-00-00-111A0USE: BANK

U.S. ROUTE 29SEMINOLE TRAIL

VARIABLE WIDTH R/W

PROJECT/ LEASE AREA

TM 45-111CFIRST GOLD LEAF LAND TRUST

ZONING: HCPARCEL ID: 04500-00-00-111C0

GANDER DR

SHEET LIST TABLECIVIL DESCRIPTION

C1.0 TITLE

C2.0 EX. CONDITIONS & DEMOLITION PLAN

C3.0 SITE PLAN

C4.0 GRADING PLAN

C5.0 STORM DRAINAGE PLAN

C6.0 UTILITY PLAN

C7.0 CONSTRUCTION DETAILS

C8.0 PHOTOMETRIC PLAN

L1.0 LANDSCAPE PLAN

L2.0 IRRIGATION PLAN

7.6'

VACANTNO BUILDINGS ATTIME OF SURVEY

STM

STM

STM

STM

STM

STM

STM

STM

STM

G

G

G

G

G

G

G

G

G

12''SAN

12''SAN

12''SAN

12''SAN

12''SAN

UGT

UGT

UGT

UGT

UGT

UGT

UGT

UGT

FOUND 1/2" REBAR W/LINCOLN CAP

FOUND 1/2" REBARW/ LINCOLN

CONTROL CAP

FOUND 1/2" REBAR W/LINCOLN CAP

FOUND 1/2" REBAR W/LINCOLN CAP

FOUND 1/2" REBAR W/LINCOLN CAP

30'

12.3'11.8'

12.0'

5.1'

5.1'

9.4'

69.4'

47.2'

10.0'

15.0'

15.0'

30.0'

15.0'

15.0'

20.0'

20.0'

18.7'

9.4'

20'

TBM #1

TBM #2

20.0'

LAT: 38°05'27" NLONG: 78°28'05" W

6.4'

22533.90 Sq. Feet0.52 Acres

LEASE

20.0'

CITY OF CHARLOTTESVILLE ESMTDB 4936

PGS92

ALBEMARLE SERVICEAUTHORITY ESMT

DB 4332PGS 284

CITY OFCHARLOTTESVILLE ESMT

DB 4936PGS92

ALBEMARLE SERVICEAUTHORITY ESMT

DB 4332PGS 284

& PWER ESMTDB 3925PGS 52

CENTRAL TELE. CO. ESMTDB 3919PGS 699

ALBEMARLESSWR. ESMTDB 997PGS 747 VIRGINIA ELEC.

& PWER ESMTDB 3925PGS 52

ALBEMARLE DEED ESMTDB 4859PGS 32

ALBEMARLE SERVICE AUTHORITY ESMTDB 4332PGS 284

457

456

460

459

459

456

458

457

456

455

453454

456

454

455

449

448

446

447446

447

447

446

445

448

449

446

456

453452

451450

445

456

455

457

454

459

8''W

8''W

8''W

8''W

8''W

8''W

8''W

VIRGINIA ELEC.

DEMOLITION PLAN GENERAL NOTES:1. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE LOCAL JURISDICTION, AND ALL UTILITY PROVIDERS

LOCATED ON-SITE AND IN THE RIGHT OF WAY.

2. CONTRACTOR SHALL PERFORM ALL DEMOLITION WORK PER LOCAL PROJECT SPECIFICATIONS.

3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CALL STATE/LOCAL ONE CALL AND CONTACT ALL UTILITYCOMPANIES TO SCHEDULE UTILITY SERVICE REMOVAL AND/OR ABANDONMENT. ALL UTILITIES SHALL BEREMOVED AND/OR RELOCATED PER THE SPECIFICATIONS OF THE UTILITY COMPANIES. THE CONTRACTORIS RESPONSIBLE TO PAY ALL FEES AND CHARGES ASSOCIATED WITH THIS WORK.

4. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC CONTROL. ALL TRAFFIC CONTROL MEASURESSHALL BE IN ACCORDANCE WITH STATE DEPARTMENT OF TRANSPORTATION REGULATIONS.

5. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL AND DISPOSAL, IN A LOCATIONAPPROVED BY THE GOVERNING AUTHORITIES, OF ALL STRUCTURES, PADS, WALLS, FOUNDATIONS,DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS SHOWN ON THE REMAININGPLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLEMATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL AS SPECIFIED IN THEGEOTECHNICAL REPORT. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FORDEMOLITION AND DISPOSAL.

6. CONTRACTOR IS RESPONSIBLE FOR PROVIDING JOB SITE SAFETY PER OSHA REQUIREMENTS. AT ALLTIMES DURING DEMOLITION AND CONSTRUCTION, CONTRACTOR SHALL PROVIDE SAFETY RAILINGS AT ALLAREAS WHERE FALL PROTECTION IS REQUIRED.

7. CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO THOSE AREAS WHERE IT IS REQUIRED ASSHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED TO ANY OF THESURROUNDING PAVEMENT, ETC., THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL ANDREPAIR.

8. SAW-CUT AND REMOVE TO FULL DEPTH AT ALL PAVEMENT/SIDEWALK LIMITS OR TO EXISTING JOINTS.

9. CONTRACTOR SHALL MAINTAIN A WELL-DRAINED SITE, FREE OF STANDING WATER DURING CONSTRUCTION.CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DRAINAGE MEASURES DURING CONSTRUCTION.

10. CONTRACTOR IS RESPONSIBLE FOR PLACING AND MAINTAINING CONSTRUCTION FENCE, SIGNS, ETC. TOWARN AND KEEP UNAUTHORIZED PEOPLE OFF SITE FOR THE DURATION OF THE PROJECT.

11. EXTENT OF DEMOLITION WORK IS NOT LIMITED TO WHAT IS SHOWN TO BE DEMOLISHED ON THIS PLAN.DEMOLITION WORK MUST BE COMPLETE SO THE PROPOSED STRUCTURES AND APPURTENANCES CAN BECONSTRUCTED.

12. ALL POTENTIALLY HAZARDOUS/TOXIC MATERIALS MUST BE REMOVED FROM THE SITE PRIOR TODEMOLITION, AND PER DIRECTION OF THE ENVIRONMENTAL ENGINEER.

13. FEDERAL, STATE AND LOCAL CODE REQUIREMENTS SHALL CONTROL THE DISPOSAL OF DEBRIS RESULTINGFROM THE REMOVAL OPERATION.

14. ALL MATERIALS AND STRUCTURES DESIGNATED AS “TO BE REMOVED” SHALL BE DISPOSED OF OFF SITEAND AT THE COST OF THE CONTRACTOR.

15. DEAD SEWER CONNECTIONS OR MAINS BEING REMOVED SHALL BE REMOVED TO THE RIGHT-OF-WAY(UNLESS PLANS OR UTILITY OWNER SPECIFY OTHERWISE) AND SEALED AND MADE WATERTIGHT.

16. ALL TRENCHES, HOLES AND PITS RESULTING FROM THE REMOVAL AND ABANDONMENT OF ANY STRUCTUREOR OBSTRUCTION SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE GEOTECHNICALREPORT.

17. THE CONTRACTOR SHALL STRIP AND REMOVE (OR STOCKPILE) ALL TOPSOIL PRIOR TO COMMENCING WITHANY EXCAVATION OR DEMOLITION.

CODED NOTES:1. STRIP GROUND COVER AND TOPSOIL, AS NECESSARY.

2. PROTECT EXISTING CURB TO REMAIN.

3. PROTECT EXISTING UTILITY STRUCTURE TO REMAIN.

4. PROTECT EXISTING UTILITY LINES TO REMAIN.

5. PARKING SPACE TO REMAIN.

LEGEND

PROPOSED

REMOVE AND DISPOSE OF EXISTING CURB

0

GRAPHIC SCALE (IN FEET)

20 20 40

EXISTING FEATURES LEGENDAPPLIES TO ALL CIVIL SHEETS

RIGHT OF WAY LINE

EASEMENT LINE

EDGE OF PAVEMENT

PARCEL LINE

CURB

PAVEMENT MARKINGS

R/W

GAS LINEG

SANITARY SEWERSAN

WATER LINEW

OVHD ELECTRIC LINEOHE

UGND ELECTRIC LINEUGE

UGND TELECOMM LINEUGT

MINOR CONTOUR

100

102

MAJOR CONTOUR

EDGE OF WALK

SUBJECT PROPERTY BOUNDARY LINE

STORM SEWERSTM

C2.0

EX. CONDITIONS &DEMOLITION PLAN

BABAS NOTED

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ONWEALTH OF VIRGINIA

PR

OFESSIONAL ENGIN

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FRESHNERLic. No. 0402060785

ZACHARY DAVID

FORTY-EIGHT (48) HOURS BEFORE DIGGING ISTO COMMENCE, THE CONTRACTORS SHALLNOTIFY THE FOLLOWING AGENCIES: VIRGINIAONE CALL AT 811 OR (800) 552-7001 AND ALLOTHER AGENCIES WHICH MIGHT HAVEUNDERGROUND UTILITIES INVOLVING THISPROJECT AND ARE NONMEMBERS OF VIRGINIAONE CALL.

GUARD RAIL

1

4

4

4

3

3

22

LIMITS OF DISTURBANCE

2

2

REMOVE AND DISPOSE OF EXISTING PAVEMENT,SIDEWALK, AND BASE MATERIALS

NO BUILD AREA

5

D

S

D

S

D

S

D

S

D

S

VIOCGANDER DRIVE

A = 2,080 SF; H = 28'-11"

D

S

D

S

D

S

D

S

D

S

E

VIOCGANDER DRIVE

A = 2,080 SF; H = 28'-11"

7.6'

STM

STM

STM

STM

STM

STM

STM

STM UG

T

UGT

UGT

UGT

UGT

UGT

UGT

UGT

10.0'

15.0'

15.0'

30.0'

15.0'

15.0'

20.0'

20.0'

20'

20.0'

6.4'

20.0'

CITY OF CHARLOTTESVILLE ESMTDB 4936

PGS92

ALBEMARLE SERVICEAUTHORITY ESMT

DB 4332PGS 284

CITY OFCHARLOTTESVILLE ESMT

DB 4936PGS92

ALBEMARLE SERVICEAUTHORITY ESMT

DB 4332PGS 284

& PWER ESMTDB 3925PGS 52

CENTRAL TELE. CO. ESMTDB 3919PGS 699

ALBEMARLESSWR. ESMTDB 997PGS 747 VIRGINIA ELEC.

& PWER ESMTDB 3925PGS 52

ALBEMARLE DEED ESMTDB 4859PGS 32

ALBEMARLE SERVICE AUTHORITY ESMTDB 4332PGS 284

VIRGINIA ELEC. SITE PLAN GENERAL NOTES:1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL HEALTH AND SAFETY STANDARDS, INCLUDING

BUT NOT LIMITED TO O.S.H.A. STANDARDS.

2. THE CONTRACTOR SHALL OBTAIN FINAL APPROVALS/PERMITTING AND INSPECTION AS NECESSARY PRIOR TO CONSTRUCTION.

3. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR LOCATIONS AND DIMENSIONS OF DUMPSTER ENCLOSURE, BUILDINGDIMENSIONS, BUILDING UTILITY ENTRANCE LOCATIONS AND SITE LIGHTING ELECTRICAL LAYOUT.

4. REFER TO CONSTRUCTION DETAILS / GEOTECHNICAL REPORT FOR PAVEMENT SECTION RECOMMENDATIONS.

5. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC CONTROL. ALL TRAFFIC CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THESTATE SUPPLEMENT TO THE NATIONAL MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION).

6. CONTRACTOR IS RESPONSIBLE FOR PLACING AND MAINTAINING CONSTRUCTION FENCE, SIGNS, ETC. TO WARN AND KEEP UNAUTHORIZEDPEOPLE OFF SITE FOR THE DURATION OF THE PROJECT.

7. CONTRACTOR IS RESPONSIBLE FOR PROVIDING JOB SITE SAFETY PER OSHA REQUIREMENTS. AT ALL TIMES DURING DEMOLITION ANDCONSTRUCTION, CONTRACTOR SHALL PROVIDE SAFETY RAILINGS AT ALL AREAS WHERE FALL PROTECTION IS REQUIRED.

8. ALL SIGNAGE SHALL COMPLY WITH THE STATE SUPPLEMENT TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.

9. ALL PAVEMENT MARKINGS AND STRIPING SHALL COMPLY WITH THE STATE DOT AND THE STATE SUPPLEMENT TO THE MANUAL OF UNIFORMTRAFFIC CONTROL DEVICES.

a. LANE LINE: 6” WHITE

b. PARKING STALLS: 4” WHITE

c. STOP LINE: 24” WHITE

d. CROSSWALKS: TRANSVERSE LINES WITH DIAGONAL MARKINGS (GAP BETWEEN TRANSVERSE LINES SHALL BE 4') ALL PAINTED WHITE.

e. HANDICAPPED STALLS: 4" YELLOW OUTLINE, WITH 4" BLUE INTERIOR AND BLUE HANDICAPPED SYMBOLS

10. BOLLARDS SHALL BE PLACED TO PROTECT GAS METER, ELECTRICAL AND TELEPHONE EQUIPMENT, AND DUMPSTER ENCLOSURE.

11. ALL LIGHT POLES TO BE LOCATED 2' FROM BACK OF CURB AS MEASURED FROM THE FACE OF POLE FOUNDATIONS, UNLESS OTHERWISENOTED ON PLANS.

12. ANY SIDEWALK, EXISTING CURB, OR PAVEMENT DAMAGED DURING CONSTRUCTION SHALL BE REPLACED.

13. PROPOSED CURB TO BE 6" HIGH UNLESS OTHERWISE NOTED.

14. HANDICAP REQUIREMENTS SHOWN ON THE DRAWINGS ARE MINIMUM REQUIREMENTS. DEVELOPMENT SHALL BE IN ACCORDANCE WITHFEDERAL AND LOCAL REQUIREMENTS FOR HANDICAP ACCESSIBILITY, INCLUDING BUT NOT LIMITED TO THE AMERICANS WITH DISABILITIES ACTACCESSIBILITY GUIDELINES.

15. PRIOR TO FINAL ACCEPTANCE OF STORE BY OWNER, THE SITE SHALL BE CLEAN OF ALL DEBRIS AND TRASH.

16. ALL CURB RADII TO BE 5', UNLESS OTHERWISE NOTED ON PLAN.

CODED NOTES:

1. ADA ACCESSIBLE PARKING SPACE WITH SIGNAGE AND PAVEMENT MARKINGS. REFER TO CONSTRUCTION DETAILS.

2. ADA ACCESSIBLE RAMP WITH DETECTIBLE WARNING. REFER TO CONSTRUCTION DETAILS.

3. FLUSH CURB

4. TRANSITION CURB FROM FLUSH TO FULL HEIGHT IN 10'

5. PROPOSED PAVEMENT MARKINGS.

6. ASPHALT PAVEMENT, PER CONSTRUCTION DETAILS

7. CONCRETE WALK, PER CONSTRUCTION DETAILS

8. CONCRETE PAVEMENT WITH BLACK COLORTOP SEALANT, PER CONSTRUCTION DETAILS.

9. PROPOSED MONUMENT SIGN, PER SIGNAGE PLAN

10. DUMPSTER ENCLOSURE & CONCRETE PAD. REFER TO ARCHITECTURAL PLANS FOR PAVEMENT AND ENCLOSURE DETAILS.

11. LIGHT POLE BASE, PER UTILITY DETAILS.

12. PROPOSED BIKE RACK, PER CONSTRUCTION DETAILS.

13. GENERAL CONTRACTOR TO PROVIDE CONDUIT FOR BELL RINGER. CONDUIT TO BE INSTALLED UNDER CONCRETE SIDEWALK,

ADJACENT TO BUILDING, AND STUB OUT OF CONCRETE CURB. REFER TO CONSTRUCTION DETAILS AND ARCHITECTURAL

DRAWINGS FOR ADDITIONAL INFORMATION.

14. CONDENSING UNIT. REFER TO MECHANICAL PLANS.

PROPOSED

CONCRETE CURB

PAVEMENT/WALK

BUILDING

LEGEND

EXISTINGREFER TO EX. CONDITIONS AND DEMOLITION

PLAN SHEET FOR EXISTING FEATURES LEGEND

0

GRAPHIC SCALE (IN FEET)

20 20 40

ASPHALT PAVEMENT

7 PARKING SPACE COUNT

CONCRETE

ELECTRIC POLE

CONCRETE PAVEMENT WITHBLACK COLORTOP SEALANT

ENLARGED PLAN: ACCESSIBLE PARKING AREA1'' = 10'

DETECTABLE WARNING MAT.

CONCRETE BUMPER BLOCK

C3.0

SITE PLAN

BABAS NOTED

Date

Drawing No.

Project No.

Scale

Checked

Drawn

Drawing Title

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MONWEALTH OF VIRGIN

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PR

OFESSIONAL ENGIN

EER

FRESHNERLic. No. 0402060785

ZACHARY DAVID

FORTY-EIGHT (48) HOURS BEFORE DIGGING ISTO COMMENCE, THE CONTRACTORS SHALLNOTIFY THE FOLLOWING AGENCIES: VIRGINIAONE CALL AT 811 OR (800) 552-7001 AND ALLOTHER AGENCIES WHICH MIGHT HAVEUNDERGROUND UTILITIES INVOLVING THISPROJECT AND ARE NONMEMBERS OF VIRGINIAONE CALL.

5.00

11.00

14.005.50

5.50

6.00

10.50

R2.50

R12.00

R6.00R2.50

R5.00

R2.50

8.00 8.00

10.00

10.00(TYP.)

18.00(TYP.)

2.00(TYP.)

5.00

7.00

6.005.19

5.50

5.50

43.00

40.00

24.00

4.50

24.00

56.00

20.00

16.00

16.00

1

2

2 3

3

5(TYP.)

6

6

7

7

10

12

14

6

4

5.00

13

4

4

4

51.53

89.80

15.50

5.00

5.506.00

10.50

8.0010.00(TYP.)

33.42

8.00

5.00

6.00

43.00

15.50

11.50

10.00(TYP.)2.00

5.50

18.00(TYP.)

43.00

5.00

39.00

26.52

56.00

82.50

11

11

11

R3.50

R6.00R2.50

R5.00

R2.50

R2.25

R12.00

R5.00R5.00

R2.00

11

11

11

9

8

8

7

7

6

6

3

3

2

R5.00

2

1

6

4

5.00

43.00

5(TYP.)

5

(TYP.)

5(TYP.)

8

8

18.00

21.33

123.78

R10.00

20.00

40.00

24.00

20.00

20.00

18.00

21.33

5.50

5.50

7

R5.00

18.00

20.00

24.00

16.00

16.00

R24.00

R24.00

R2.50

20.00

5.00

3

ACCESSAGREEMENTALLOWSVALVOLINE TOUSE STREETPARKING

7.6'

STM

STM

STM

STM

STM

STM

STM

STM

G

G

G

G

G

G

G

G

G

SAN SAN

SAN

SAN

SAN

SAN

UGT

UGT

UGT

UGT

UGT

UGT

UGT

UGT

30'

12.3'11.8'

12.0'

5.1'

5.1'

9.4'

69.4'

18.7'

9.4'

6.4'

457

456

460

459

459

456

458

457

456

455

453454

456

454

455

449

448

446

447446

447

447

446

445

448

449

446

456

453452

451450

445

456

455

457

454

459

W

W

W

W

W

W

W

W

UGE

UGE

UGE

UGEUG

T

UGT

UGT

UGT

M

D

S

D

S

D

S

D

S

D

S

SAN

SAN

SAN

SAN COCO

GAS

E

FM

FM

STM

STM

STM

STM

STM

STM

CO

CO

VIOCGANDER DRIVE

A = 2,080 SF; H = 28'-11"

W

W

TC=456.52BC=456.02

TC=456.52BC=456.02

TC=456.98BC=456.48

TC=456.67BC=456.17

TC=457.72BC=457.22

TC=457.93BC=457.43

456.78456.68TC=456.83BC=456.83

TC=456.94BC=456.94

TC=456.94BC=456.94

TC=456.94BC=456.44

TC=456.53BC=456.03

TC=455.34BC=454.84

TC=455.40BC=454.90

TC=455.09BC=454.59

TC=455.14BC=454.64

TC=455.07BC=454.57

TC=455.19BC=454.69

TC=456.83BC=456.33

TC=456.83BC=456.33

TC=456.83BC=456.33

TC=456.93BC=456.43

TC=456.93BC=456.43

TC=456.89BC=456.39

TC=457.09BC=456.59

TC=456.94BC=456.94

TC=456.93BC=456.43

TC=456.94BC=456.44

TC=456.63BC=456.13

TC=456.68BC=456.18

TC=456.94BC=456.94

TC=458.26BC=457.76

TC=458.49BC=457.99

TC=458.76BC=458.26

TC=458.94BC=458.44

TC=456.98 (M.E.)BC=456.48 (M.E.)

TC=456.77BC=456.27

TC=457.00BC=456.50

TC=457.75BC=457.25

TC=458.19BC=457.69

457.14

456.44

TC=456.90BC=456.40

TC=458.06BC=457.56

TC=456.54BC=456.04

TC=456.83BC=456.33

TC=456.35BC=455.85

TC=455.88BC=455.38 454.43

455.58

TC=456.47BC=455.97

TC=455.20BC=454.70

454.55 (M.E.)

454.78 (M.E.)

455.54 (M.E.)

455.89 (M.E.)

-3.0:1

457

455

456

456

455456456

456

TC=457.04BC=456.54

TC=455.31 (M.E.)BC=454.81 (M.E.)

455.41 (M.E.)

TC=454.83BC=454.33

TC=455.20BC=454.70

TC=455.56BC=455.06

456

457

457

455

DS

SAN

SAN

COCO

STM

STM

STM

STM

TC=456.94BC=456.94

TC=456.94BC=456.44

TC=456.53BC=456.03

TC=456.43BC=455.93

TC=456.84BC=456.34

TC=456.83BC=456.33

TC=456.15BC=456.15

TC=456.04BC=456.04

456.12455.96

TC=456.83BC=456.33

TC=456.83BC=456.33

TC=455.07BC=454.57

TC=455.14BC=454.64

TC=455.19BC=454.69

TC=455.56BC=455.06

TC=455.34BC=454.84

TC=456.81BC=456.24

TC=456.68BC=456.14

457

UGE

M

DS

DS

DS

GAS

GASGAS

FM

STMSTMSTMSTM

WW

W

TC=457.64BC=457.14

TC=457.67BC=457.17

TC=457.93BC=457.43

457.14

456.44

456.78

456.78

457.14457.34

457.64

456.89

456.98

456.93

456.68TC=456.74BC=456.74

TC=456.83BC=456.83

TC=457.72BC=457.22

TC=457.45BC=456.95

TC=456.68BC=456.18

TC=456.68BC=456.18

TC=456.93BC=456.43

TC=456.98BC=456.48

TC=456.68BC=456.18

TC=456.55BC=456.05

TC=456.55BC=456.05

SW=456.93SW=456.92

SW=457.04SW=457.04

SW=457.04

TC=457.04BC=456.54

TC=456.94BC=456.94

TC=456.93BC=456.43 TC=456.94

BC=456.94

457

GRADING PLAN NOTES:1. ONLY VIRGIN MATERIALS SHALL BE USED UNLESS APPROVED IN WRITING BY A VALVOLINE INSTANT OIL CHANGE REPRESENTATIVE.

2. ALL SITE WORK, MATERIALS OF CONSTRUCTION, AND CONSTRUCTION METHODS SHALL COMPLY WITH LOCAL MUNICIPALITY, LOCAL COUNTY, AND STATE DEPARTMENT OFTRANSPORTATION MATERIAL AND CONSTRUCTION SPECIFICATIONS.

3. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING ACTUAL LOCATIONS AND ELEVATIONS OF ALL UTILITIES, INCLUDING SERVICES. PRIOR TO CONSTRUCTION, THECONTRACTOR SHALL CONTACT THE STATE ONE CALL SYSTEM AT LEAST THREE (3) WORKING DAYS BEFORE START OF WORK AND VERIFY ALL EXISTING UTILITY LOCATIONS.

4. ALL PIPES SHALL BE LAID ON STRAIGHT ALIGNMENTS AND EVEN GRADES USING A PIPE LASER OR OTHER ACCURATE METHOD.

5. THE CONTRACTOR SHALL COMPACT PIPE BACKFILL IN MAX. 6” LOOSE LIFTS TO 95% OF THE MAXIMUM DRY DENSITY PER ASTM D1557, ACCORDING TO THE PIPE BEDDINGDETAILS. TRENCH BOTTOM SHALL BE STABLE IN HIGH GROUNDWATER AREAS. A PIPE FOUNDATION SHALL BE USED IN AREAS OF ROCK EXCAVATION.

6. CONTRACTOR SHALL PROVIDE ALL BENDS, FITTINGS, ADAPTERS, ETC., AS REQUIRED FOR PIPE CONNECTIONS TO BUILDING/CANOPY STUB-OUTS, INCLUDING ROOF/FOOTINGDRAIN CONNECTIONS TO ROOF LEADERS AND TO STORM DRAINAGE SYSTEM.

7. TOPSOIL SHALL BE STRIPPED AND STOCKPILED FOR USE IN FINAL LANDSCAPING.

8. MANHOLE RIMS AND STORM INLET GRATES SHALL BE SET TO ELEVATIONS SHOWN. SET ALL EXISTING MANHOLE FRAMES AND COVERS, STORM INLET GRATES, VALVE BOXES,ETC., TO BE RAISED OR LOWERED, TO PROPOSED FINISHED GRADE, FLUSH WITH THE ADJACENT GRADE.

9. UNDERDRAINS MAY BE ADDED, IF DETERMINED NECESSARY BY THE ENGINEER OR CONSTRUCTION MANAGER, AFTER SUBGRADE IS ROUGH GRADED.

10. ALL EXISTING TOPOGRAPHICAL FEATURES (SPOT ELEVATIONS, CONTOURS, INVERTS, ETC.) CAN HAVE A TOLERANCE DIFFERENCE OF 6”+/- DEPENDING ON FIELD CONDITIONS ATTHE TIME OF THE FIELD SURVEY. CONTRACTOR TO VERIFY ALL EXISTING TOPOGRAPHICAL FEATURES PRIOR TO CONSTRUCTION, AND ADVISE OWNER OF ANY DISCREPANCIES.

11. THE CONTRACTOR SHALL RESTORE ANY STRUCTURE, PIPE, UTILITY, PAVEMENT, CURBS, SIDEWALKS, LANDSCAPED AREAS, ETC. DISTURBED DURING CONSTRUCTION TO THEORIGINAL CONDITION OR BETTER.

12. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF MATERIALS AND STRUCTURES TO THE CONSTRUCTION MANAGER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION.

13. THE CONTRACTOR SHALL PRESERVE EXISTING VEGETATION WHERE POSSIBLE AND/OR AS NOTED ON DRAWINGS. REFER TO EROSION AND SEDIMENTATION PLAN FOR LIMIT OFDISTURBANCE AND NOTES.

14. THE CONTRACTOR SHALL COMPACT FILL UNDER ALL PARKING, BUILDING, AND DRIVE AREAS AS DIRECTED BY THE GEOTECHNICAL REPORT AND/OR GEOTECHNICAL ENGINEER.

15. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL RUBBISH, TRASH, DEBRIS, AND ORGANIC MATERIAL IN A LAWFUL MANNER.

16. THE CONTRACTOR SHALL BE ADVISED THAT ALL EXCAVATION IS CONSIDERED UNCLASSIFIED AND THAT IT SHALL BE RESPONSIBLE FOR ALL MEANS, METHODS, AND MATERIALS OFCONSTRUCTION TO COMPLETE CONSTRUCTION AS DESIGNED. ADDITIONALLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE OFF SITE DISPOSAL OF ANY AND ALL EXCESSOR UNSUITABLE MATERIAL UNABLE TO BE PLACED ON SITE AND THE IMPORTATION OF ANY BORROW MATERIAL NECESSARY TO COMPLETE THE JOB.

17. ALL EXCAVATION AND GRADING CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING REPORT.

18. SITE GRADING SHALL BE PERFORMED TO PROVIDE POSITIVE DRAINAGE TO STORM INLETS AND TO PRECLUDE THE PONDING OF WATER ON SITE.

19. VERIFY REQUIRED SPOT ELEVATIONS/GRADING IN THE VICINITY OF THE BUILDINGS WITH THE ARCHITECTURAL PLANS.

20. ALL ACCESSIBLE PARKING SPACES TO HAVE A MAXIMUM SLOPE OF 2% IN ANY DIRECTION.

21. ALL SIDEWALKS, PATIO AREAS, AND ACCESSIBLE ROUTES TO THE BUILDING ARE TO HAVE A MAXIMUM CROSS SLOPE OF 2% AND A MAXIMUM LONGITUDINAL SLOPE OF 5%, UNLESSIN AN APPROVED ADA RAMP.

22. CONTRACTOR TO FIELD VERIFY PROPOSED AND EXISTING GRADES, SLOPES, ETC., FOR PROPOSED ACCESSIBLE PARKING AREAS, RAMPS, ETC., WITH ARCHITECT, PRIOR TOCONSTRUCTION.

23. LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE TAKEN FROM FIELD OBSERVATION, UTILITY MAPS, ETC., AND ARE NOT ASSUMED TO BE ACCURATE. PRIOR TO ANYCONSTRUCTION ACTIVITIES, CONTRACTOR TO DIG TEST PITS AT ALL PROPOSED UTILITY CROSSINGS, TO VERIFY LOCATION, DEPTH, SIZE, ETC. OF EXISTING UNDERGROUNDUTILITIES, AND CONFIRM NEW UTILITY LINES CAN BE INSTALLED AS PROPOSED. ADVISE VALVOLINE CONSTRUCTION MANAGER IMMEDIATELY OF ANY CONFLICTS ORDISCREPANCIES.

SLOPE ARROW

TOP OF CURB ELEV.BOTTOM OF CURB ELEV.

TC=XXX.XXBC=XXX.XX

X.XX%

MAJOR CONTOUR

MINOR CONTOUR

BUILDING

XXX.XX

MATCH EXISTING ELEVATION(M.E.)

BOTTOM OF CURB

TOP OF CURB

CLEAN OUT

FINISHED GRADE ELEVATION

0

GRAPHIC SCALE (IN FEET)

20 20 40

CO

DOWNSPOUT CONNECTIONDS

STORM SEWERSTM

322

320

BC

TC

CODED NOTES:

1. TRANSITION CURB FROM FLUSH TO FULL HEIGHT IN 10' (UNLESS TAPER

LENGTH NOTED IN PLAN)

2. ADA ACCESSIBLE RAMP WITH DETECTABLE WARNING. REFER TO

CONSTRUCTION DETAILS

3. TRANSITION FROM EXISTING CURB TO BACK OF CURB. SEE DETAIL

THIS SHEET.

MANHOLE

CATCH BASIN

CURB INLET

GRADE BREAK

LEGENDEXISTING

PROPOSED

REFER TO EX. CONDITIONS AND DEMOLITIONPLAN SHEET FOR EXISTING LEGEND ITEMS

C4.0

GRADING PLAN

NETAS NOTED

Date

Drawing No.

Project No.

Scale

Checked

Drawn

Drawing Title

2020 CESO, INCc

Da

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(GAN

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GRAD

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PLAN

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ONWEALTH OF VIRGINIA

PR

OFESSIONAL ENGIN

EER

FRESHNERLic. No. 0402060785

ZACHARY DAVID

FORTY-EIGHT (48) HOURS BEFORE DIGGING ISTO COMMENCE, THE CONTRACTORS SHALLNOTIFY THE FOLLOWING AGENCIES: VIRGINIAONE CALL AT 811 OR (800) 552-7001 AND ALLOTHER AGENCIES WHICH MIGHT HAVEUNDERGROUND UTILITIES INVOLVING THISPROJECT AND ARE NONMEMBERS OF VIRGINIAONE CALL.

SW=XXX.XX

ENLARGED PLAN: SOUTH PARKING AREA1'' = 10'

ENLARGED PLAN: NORTH PARKING AREA & TRASH ENCLOSURE1'' = 10'

1

1

1

2

EXPOSE BACK OF CURB 6"

2:1

EXISTINGCURB

PROPOSEDCURB

LANDSCAPEROCK (6" DEPTH)

EXISTING CURB TO PROPOSED CURB TRANSITIONN.T.S.

FFE = 457.04'

3

FFE = 457.04'

TOP OF SIDEWALK ELEVATION

7.6'

STM

STM

STM

STM

STM

STM

STM

STM

G

G

G

G

G

G

G

G

G

12''SAN

12''SAN

12''SAN

12''SAN

12''SAN

UGT

UGT

UGT

UGT

UGT

UGT

UGT

UGT

30'

12.3'11.8'

12.0'

5.1'

5.1'

9.4'

69.4'

18.7'

9.4'

6.4'

457

456

460

459

459

456

458

457

456

455

453454

456

454

455

449

448

446

447446

447

447

446

445

448

449

446

456

453452

451450

445

456

455

457

454

459

8''W

8''W

8''W

8''W

8''W

8''W

8''W

UGE

UGE

UGE

UGEUG

T

UGT

UGT

UGT

M

D

S

D

S

D

S

D

S

D

S

SAN

SAN

SAN

SAN COCO

GAS

E

FM

FM

STM

STM

STM

STM

STM

STM

CO

CO

VIOCGANDER DRIVE

A = 2,080 SF; H = 28'-11"

W

W

456

456

456

456

457

457

458

457

456

457

457

458

455

455

459

459

454

454

8

9

3

5

2

4

6

1

7

77.08'~12" STM @ 1.00%

14.03'~12" STM @ 1.00%

32.88

'~12"

STM

@ 0.

75%

10.02'~12" STM @ 0.75%

42.45'~12" STM @ 1.00%

35.02

'~12"

STM

@ 1.

00% 39

.47'~1

2" ST

M @

0.75

%

STORM SEWER STRUCTURE SCHEDULE

NO.

1

2

3

4

5

6

7

8

9

STRUCTURE

VDOT WATERQUALITY BMP

OUTLET CONTROLSTRUCTUREWEIR ELEV = 453.00'6" ORIFICE = 449.50'

CURB INLET

CATCH BASIN

MANHOLE

CURB INLET

CATCH BASIN

MANHOLE W/ SUMP(SEE SHEETS P-1 & P-3FOR DETAILS)

MANHOLE W/ SUMP(SEE SHEETS P-1 & P-3FOR DETAILS)

GRATE

454.92

455.69

456.20

455.58

455.99

455.06

454.43

457.06

456.93

INVERT

450.15 (12") NE450.05 (12") SW

450.50 (12") SW

450.74 (12") NW452.00 (2" FL) SW450.64 (12") S

452.00 (2" FL) S451.51 (12") SE

450.68 (12") SW450.58 (12") NW

451.07 (12") SW450.97 (12") NE

451.32 (12") NE

453.69 (2" FL) N

453.60 (2" FL) NE

MAJOR CONTOUR

MINOR CONTOUR

BUILDING

CLEAN OUT

0

GRAPHIC SCALE (IN FEET)

20 20 40

CO

DOWNSPOUT CONNECTIONDS

STORM SEWERSTM

322

320

CODED NOTES:

1. 2" FORCE LINE. SEE PLUMBING PLANS

2. WYE CONNECTION

3. 6" DOWNSPOUT PIPE

MANHOLE

CATCH BASIN

CURB INLET

FLOW ARROW

LEGENDEXISTING

PROPOSED

REFER TO EX. CONDITIONS AND DEMOLITIONPLAN SHEET FOR EXISTING LEGEND ITEMS

C5.0

STORM DRAINAGE PLAN

NETAS NOTED

Date

Drawing No.

Project No.

Scale

Checked

Drawn

Drawing Title

2020 CESO, INCc

Da

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No

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VA

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IN

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(GAN

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LAN\

PLOT

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ETS\

C5.1

DRAI

NAGE

PLA

N.DW

G - 3

/6/20

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ONWEALTH OF VIRGINIA

PR

OFESSIONAL ENGIN

EER

FRESHNERLic. No. 0402060785

ZACHARY DAVID

FORTY-EIGHT (48) HOURS BEFORE DIGGING ISTO COMMENCE, THE CONTRACTORS SHALLNOTIFY THE FOLLOWING AGENCIES: VIRGINIAONE CALL AT 811 OR (800) 552-7001 AND ALLOTHER AGENCIES WHICH MIGHT HAVEUNDERGROUND UTILITIES INVOLVING THISPROJECT AND ARE NONMEMBERS OF VIRGINIAONE CALL.

(4") IN - SEE PLUMBINGDRAWINGS(2" FORCE LINE) OUT

(4") IN - SEE PLUMBINGDRAWINGS(2" FORCE LINE) OUT

UNDERGROUNDDETENTION

SYSTEM

STORM SEWER NOTES:1. ALL STORM SEWER PIPES SHALL BE MANUFACTURED WITH INTEGRAL BELL AND SPIGOT JOINTS INCLUDING A GASKET,

SO AS TO PROVIDE A WATERTIGHT SEAL.

2. ALL STORM SEWER PIPES LESS THAN 12” DIAMETER SHALL BE PVC SDR 35 WATERTIGHT PIPE CONFORMING TO ASTMSPECIFICATION D3034, UNLESS DENOTED OTHERWISE ON PLANS.

3. CONNECTIONS TO STRUCTURES SHALL BE MADE WATERTIGHT WITH NON-SHRINKIING AND NON-CORROSIVE GROUT.

4. STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED:REINFORCED CONCRETE PIPE (RCP)(PER ASTM C-76 CLASS IV)POLYVINYL CHLORIDE (PVC SDR 35)HIGH DENSITY POLYETHYLENE PIPE (HDPE)

5. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT.

6. CONCRETE COLLARS ARE TO BE INSTALLED AROUND ALL STORM STRUCTURES.

7. ALL MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING &COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 3" ABOVE FINISH GRADE.

8. ALL DOWNSPOUT DRAINS ARE TO HAVE A 1.00% MINIMUM SLOPE UNLESS OTHERWISE NOTED.

9. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANEDOUT TO REMOVE ALL SILT AND DEBRIS.

10. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORSRESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTINGCONDITIONS OR BETTER.

1

1

2

2

3

3

FORCE LINEFM

SEWER FLOW DIRECTION

0±

0±

STORM WATER MANAGEMENT FACILITY

ADS STORMTECH SC-740 UNDERGROUND DETENTION CHAMBERSSTORAGE VOLUME = 1,872 CF

PROPOSED UNDERGROUND DETENTION SYSTEM RELEASES TO EXISTING BIO-FILTER AND SHALL ACCOMMODATESTORMWATER MANAGEMENT REQUIREMENTS PER THE APPROVED WPO PLAN FOR NORTHTOWN PHASE II-A DATED03/18/2013 AND AMENDED 09/13/2013.

ALLOWABLE IMPERVIOUS COVER DRAINAGE TO BIO-FILTER = 7,815 SFPROPOSED IMPERVIOUS COVER DRAINAGE TO BIO-FILTER = 15,634 SFUNDERGROUND DETENTION SYSTEM PROVIDES FOR STORM WATER MANAGEMENT REQUIRMENTS FOR ADDITIONALIMPERVIOUS AREA

WPO PLAN SHALL DETAIL STORMWATER MANAGEMENT DESIGN

TYPICAL ADS UNDERGROUND STORAGE DETAIL

UGE

UGE

UGE

UGEUG

T

UGT

UGT

UGT

M

D

S

D

S

D

S

D

S

D

S

SAN

SAN

SAN

SAN COCO

GAS

E

FM

FM

STM

STM

STM

STM

STM

STM

CO

CO

VIOCGANDER DRIVE

A = 2,080 SF; H = 28'-11"

W

W

7.6'

STM

STM

STM

STM

STM

STM

STM

STM

G

G

G

G

GG

G

G

G

12''SAN

12''SAN

12''SAN

12''SAN

12''SAN

UGT

UGT

UGT

UGT

UGT

UGT

UGT

UGT

FOUND 1/2" REBAR W/LINCOLN CAP

FOUND 1/2" REBARW/ LINCOLN

CONTROL CAP

FOUND 1/2" REBAR W/LINCOLN CAP

FOUND 1/2" REBAR W/LINCOLN CAP

FOUND 1/2" REBAR W/LINCOLN CAP

10.0'

15.0'

15.0'

30.0'

15.0'

15.0'

20.0'

20.0'

20'

TBM #1

TBM #220

.0'

6.4'

20.0'

CITY OF CHARLOTTESVILLE ESMTDB 4936

PGS92

ALBEMARLE SERVICEAUTHORITY ESMT

DB 4332PGS 284

CITY OFCHARLOTTESVILLE ESMT

DB 4936PGS92

ALBEMARLE SERVICEAUTHORITY ESMT

DB 4332PGS 284

& PWER ESMTDB 3925PGS 52

CENTRAL TELE. CO. ESMTDB 3919PGS 699

ALBEMARLESSWR. ESMTDB 997PGS 747 VIRGINIA ELEC.

& PWER ESMTDB 3925PGS 52

ALBEMARLE DEED ESMTDB 4859PGS 32

ALBEMARLE SERVICE AUTHORITY ESMTDB 4332PGS 284

8''W

8''W

8''W

8''W

8''W

8''W

8''W

VIRGINIA ELEC. STORM SEWERSTM

SANITARY SEWERSAN

DOMESTIC WATER SERVICEW

GAS SERVICEG

UNDERGROUND ELEC. LINEUGE

UNDERGROUND TEL. LINEUGT

BUILDING

0

GRAPHIC SCALE (IN FEET)

20 20 40

CLEAN OUTCO

M

E

METER

ELECTRIC TRANSFORMER

GENERAL UTILITY NOTES:1. COORDINATE ALL SITE UTILITY WORK WITH THE MECHANICAL AND ELECTRICAL DRAWINGS.

2. THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THESE PLANS ARE BASED ON FIELD SURVEYS, AS-BUILT PLANS, AND LOCAL UTILITY COMPANY RECORDS. ITSHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO STARTING CONSTRUCTION.NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY CONTRACTOR'S WORK FORCE.

3. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL FEES ASSOCIATED WITH PERMITS REQUIRED TO PERFORM THE WORK PROPOSED ON THESE PLAN(I.E. TAPPING, INSPECTION, ETC.).

4. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES.

5. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE.

6. SANITARY AND WATER LINE SHALL BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OFPIPE.)

7. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING.

8. RIMS OF EXISTING STRUCTURES SHALL BE RAISED OR LOWERED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS WITH WATER TIGHT LIDS.

9. DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING UTILITIES. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES.

10. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATERAND SEWER LINES.

11. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARDS OF OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION.

12. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCEDBUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE.

13. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS.

14. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND SPECIFICATIONS FOR ACTUAL LOCATION OF ALL UTILITY ENTRANCES TO INCLUDE SANITARY SEWERLATERALS, DOMESTIC AND FIRE PROTECTION WATER SERVICE, ELECTRICAL, TELEPHONE, AND GAS SERVICE.

15. CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES, IN SUCH A MANNER AS TO AVOID CONFLICTS, AS WELL AS COORDINATING WITH THE AUTHORITY HAVINGJURISDICTION UTILITY REQUIREMENTS AS TO ASSURE PROPER LOCATION AND SCHEDULING FOR TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO EXISTING UTILITIES.

16. THE CONTRACTOR SHALL CONDUCT ALL REQUIRED TESTS TO THE SATISFACTION OF THE RESPECTIVE UTILITY COMPANIES AND THE OWNER'S INSPECTING AUTHORITIES.

WATER NOTES:1. WATER SERVICE MATERIAL LARGER THAN 2” SHALL BE DUCTILE IRON IN CONFORMANCE WITH ANSI

A21.51 (AWWA C151) DUCTILE IRON PIPE, CENTRIFUGALLY CAST IN METAL MOLDS OR SAND LINED MOLDS, FORWATER OR OTHER LIQUIDS AND ANSI A21.50 (AWWA C150) THICKNESS DESIGN OF IRON PIPE. ALL SERVICELINES 2” OR LESS SHALL BE COPPER TYPE K. SIZE TO BE AS NOTED IN PLAN VIEW. SERVICE CONNECTION TOHAVE MINIMUM COVER OF 60” COVER.

2. ALL FITTINGS SHALL BE DUCTILE IRON IN CONFORMANCE WITH AWWA C110 OR AWWA C153. ALL FITTINGSSHALL BE RATED FOR 350 PSI WORKING PRESSURE, HAVE MECHANICAL JOINTS AND BE COATED AND CEMENTMORTAR LINED IN ACCORDANCE WITH AWWA C104. ALL BOLTS AND NUTS SHALL BE COR-TEN.

3. WATER LINE SHALL HAVE A MINIMUM BURY DEPTH OF 4' OR AS REFERRED BY AHJ.

4. A SEPARATE GATE VALVE, THE SAME SIZE AS THE METER CONNECTIONS, SHALL BE PLACED ON THE SERVICEPIPE ON BOTH SIDES OF THE METER. SUCH VALVES SHALL BE EQUAL IN QUALITY TO THE SERVICE COCK.

SANITARY SEWER NOTES:1. ALL SANITARY SEWERS SHALL BE PVC, SDR 35 MATERIAL, CONFORMING TO ASTM SPECIFICATION D3034 WITH

3/4IN STONE BEDDING.

2. PVC PIPE SHALL HAVE AN INTEGRAL BELL AND JOINTS SHALL BE PREMIUM GASKETED JOINTS MEETING THEREQUIREMENTS OF ASTM D3212 TO PROVIDE A WATERTIGHT SEAL AND SHALL BE MADE IN ACCORDANCE WITHTHE MANUFACTURER'S RECOMMENDATIONS.

STORM SEWER NOTES:1. SEE GRADING PLAN FOR STORM SEWER NOTES.

WATER METER

1. ELECTRIC SERVICE. CONTRACTOR TO COORDINATE WITH POWER COMPANY FOR CONNECTION

2. TELEPHONE SERVICE. CONTRACTOR TO COORDINATE WITH SERVICE PROVIDER FOR CONNECTION.

3. 1.5" WATER SERVICE LINE PER ALBEMARLE COUNTY SERVICE AUTHORITY AND PROVIDER REQUIREMENTS. CONTRACTORTO COORDINATE WITH SERVICE PROVIDER FOR CONNECTION.

4. PROPOSED 1" WATER METER PER ALBEMARLE COUNTY SERVICE AUTHORITY REQUIREMENTS. CONTRACTOR TO INSTALLPER ALBEMARLE COUNTY SERVICE AUTHORITY REGULATIONS AND REQUIREMENTS.

5. PROPOSED 58" IRRIGATION METER PER ALBEMARLE COUNTY SERVICE AUTHORITY REQUIREMENTS. CONTRACTOR TO INSTALLPER ALBEMARLE COUNTY SERVICE AUTHORITY REGULATIONS AND REQUIREMENTS.

6. GAS SERVICE. CONTRACTOR TO COORDINATE WITH GAS COMPANY FOR CONNECTION.

7. 6" SANITARY SERVICE LINE PER ALBEMARLE COUNTY SERVICE AUTHORITY REQUIREMENTS. CONTRACTOR TO INSTALLSERVICE PER ALBEMARLE COUNTY SERVICE AUTHORITY REGULATIONS AND SPECIFICATIONS. CONTRACTOR TO VERIFYEXISTING INVERTS BEFORE STARTING INSTALLATION.

CODED NOTES:

UTILITY CROSSING SCHEDULE

NO. UTILITY ELEVATIONS DIFF.

A6" DS B/PIPE = 454.67

3.3612" STM T/PIPE = 451.31

B6" DS B/PIPE = 454.94

3.136" SAN T/PIPE = 451.81

CGAS B/PIPE = 453.03

2.0512" STM T/PIPE = 450.98

X

LEGENDEXISTING

PROPOSED

REFER TO EX. CONDITIONS AND DEMOLITIONPLAN SHEET FOR EXISTING LEGEND ITEMS

C6.0

UTILITY PLAN

BABAS NOTED

Date

Drawing No.

Project No.

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Drawing Title

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UTILI

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- 3/6/

2020

9:45

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ONWEALTH OF VIRGINIA

PR

OFESSIONAL ENGIN

EER

FRESHNERLic. No. 0402060785

ZACHARY DAVID

FORTY-EIGHT (48) HOURS BEFORE DIGGING ISTO COMMENCE, THE CONTRACTORS SHALLNOTIFY THE FOLLOWING AGENCIES: VIRGINIAONE CALL AT 811 OR (800) 552-7001 AND ALLOTHER AGENCIES WHICH MIGHT HAVEUNDERGROUND UTILITIES INVOLVING THISPROJECT AND ARE NONMEMBERS OF VIRGINIAONE CALL.

B

A

C

1

1

2

6

6

43

7

7

S1 SANITARY SEWER STRUCTURE

S3

S1S2

S4

SANITARY SEWER STRUCTURE SCHEDULE

NO. STRUCTURE RIM INVERT

S1 SANITARY CLEANOUT 456.94 451.54 (6") NW451.54 (6") SE

S2 SANITARY CLEANOUT 456.78 451.48 (6") NW451.48 (6") SW

S3 SANITARY CLEANOUT 455.72 451.12 (6") NE451.12 (6") NW

S4 SANITARY CLEANOUT 454.19 450.22 (6") SEXXX.XX (6") SW

FFE = 457.04'

FORCE MAINFM

5.94 LF 6" SAN@ 1.00 % MIN SLOPE

36.33 LF 6" SAN@ 1.00 % MINSLOPE

90.00 LF 6" SAN@ 1.00% MIN SLOPE

2

5

PAVEMENTdia

meter

varia

ble

20' OF 4" DIA. PERFORATEDPE PIPE PLACED JUSTBELOW ROAD BASE

TOP OFSUB-GRADE

varia

bledia

meter

CLEAN #57 AND COMPACTION PER DOTAND LOCAL SPECIFICATIONS

FILTER FABRIC WITH8" MIN. OVERLAP.

ROADWAY BASE UNDER PAVEMENT. MATERIALAND COMPACTION PER SPECIFICATIONS.

4" DIA. PERFORATED POLYETHELENEPIPE

20"MIN.

2" TYP.

24" MIN.

FINGER DRAIN DETAILNTS

X X X X X

NOTE:1. ALL CONCRETE CURBS AND SIDEWALKS

TO BE 4000 P.S.I. CONCRETE

EXPANSION JOINTS 20'-0" oc. MAXIMUM

4 SPACES @ 5'-0" oc. OR AS DIRECTED OR SHOWN ON THE SITE PLAN

SEE LAYOUT & SITE IMPROVEMENT PLAN FOR ALTERNATE SCORING PATTERN

1/2" EXPANSION JOINT

LAWN OR PLANTING IF SHOWN ON SITE PLAN

1/2" EXPANSION JOINT

AA

SEE

PLAN

S

VARI

ES

VARI

ESSE

EPL

ANS

CURB OR GUTTER LINE

PLAN VIEW1"

1/4"

R=1/8"

TROWELLED OR SAWN JOINT

4" 1/2" EXPANSION JOINT WITHSEALANT

4" MINIMUM COMPACTED GRAVEL BASE

SECTION A-A

4"

EXPANSION JOINT

CONCRETE SIDEWALK DETAIL

NTS

TROWELLED OR SAWN JOINT( TYP.)

6" X 6" W1.2xW1.2 WWF

COMPACTED SUBGRADE TO 95%MAXIMUM DRY DENSITY PERASTM D1557SEALANT

WOOD ORFIBER MOUNT

4" CONCRETE (4,000 PSI)

ASPHALT PAVEMENT SECTIONNTS

1.5" ASPHALT SURFACE COURSE, SECTION 315, TYPE SM-9.5(REFER TO GEOTECH REPORT)

2.5" ASPHALT BINDER COURSE, SECTION 315, TYPE IM-19.0(REFER TO GEOTECH REPORT)

8" COMPACTED AGGREGATE BASE, SECTION 309, TYPE 1, SIZE 21A(REFER TO GEOTECH REPORT)

EXISTING SUBGRADE

NOTE:1. ALL PAVEMENT WORK SHALL COMPLY WITH SOILS INVESTIGATION/RECOMMENDATIONS PREPARED FOR THIS PROJECT.

2. ALL MATERIALS SHALL BE PROVIDED & ALL WORK BE PERFORMED PER STATE DEPARTMENT OF TRANSPORTATION STANDARDS.

3'-0"

6'-0"

6"

6" GALVANIZED STEEL PIPEPAINTED PER PAINT SCHEDULE

24" DIA.CONCRETE PIER.

18"DIA.

BOLLARD DETAILNTS

6" GALVANIZED STEEL PIPEFILLED W/ CONC. - SMOOTHTROWEL CROWN TOP

1" STL. BOTTOM

CROWN FOOTING - 3:1 SLOPE

12" X 14" REBAR ANCHORSTHROUGH PIPE BOTH WAYS

18" DIAMETER CONCRETEFOOTING

1'-0" UNO

CONCRETE PAVEMENT SECTIONNTS

6" CONCRETE PAVEMENT, 4,000 PSI+ WWF 6X6 - W5.4XW5.4

4" COMPACTED AGGREGATE BASE(REFER TO GEOTECH REPORT)

EXISTING SUBGRADE

X X X X X X

NOTES:1. PROVIDE EXPANSION JOINT MATERIAL WHERE CURB RAMP ADJOINS ANY RIGID PAVEMENT,

SIDEWALK OR STRUCTURE WITH THE TOP OF JOINT FILLER PLUS SEALANT FLUSH WITHADJACENT CONCRETE SURFACE.

2. SEAL JOINTS WITH AN APPROVED SEALING MATERIAL.

3. PROVIDE SLIP RESISTANT TEXTURE ON CURB RAMP BY COARSE BROOMING TRANSVERSETO THE SLOPE OF THE RAMP. EXTEND TEXTURE THE FULL WIDTH AND LENGTH OF THECURB RAMP INCLUDING FLARED SIDE RAMPS.

4. CURB RAMP AND SIDE FLARE LENGTHS ARE VARIABLE AND BASED ON CURB HEIGHT ANDTHE SIDEWALK PITCH. SEE TABLE A J-8/C-207 FOR TYPICAL RAMP DIMENSIONS.

5. WHENEVER POSSIBLE, CONSTRUCT THE TRANSITION SLOPE FROM THE CURB RAMP ANDFLARE SIDES TO ADJOINING SURFACES WITH A GRADUAL CURVE RATHER THAN AN ABRUPTANGLE.

6. ALL CONCRETE CURBS AND SIDEWALKS TO BE 4000 P.S.I. CONCRETE

1:12 MAX. SLOPE (TYP.)

CROSS-SECTION

WIDTH SAME AS SIDEWALK

5'-0" MIN.

DEPRESSEDWIDTH

PER SITE PLAN

HANDICAPPED RAMP DETAIL AND RAMP SCHEDULENTS

1 : 101 : 10

1 : 121 : 12

1 : 121 : 12

1 : 121 : 12

1 : 121 : 121 : 12

CURB HEIGHT PLUS RISE OF SIDEWALK CROSS SLOPE

USE ONLY WHEN SPACE LIMITATIONS PROHIBIT THE CONSTRUCTIONOF 1 : 12 OR FLATTER SLOPES.

6.0 FT.5.0 FT.4.0 FT.3.0 FT.

5.0 FT.4.2 FT.3.3 FT.2.5 FT.

5.0 FT.4.2 FT.3.3 FT.2.0 FT.

1 : 101 : 8

6"5"4"3"

SIDE FLAREDIMENSION ATCURB (1 : 12)

SIDE FLAREDIMENSION ATCURB (1 : 10)

NOMINAL RAMP LENGTH

MAX. RAMP SLOPE

MAX. RISEOF RAMP

CURB RAMP DIMENSIONS EXISTING CONDITION

5.0 FT.4.2 FT.

8"

11.0 FT.12.0 FT.

10.0 FT.9.0 FT.8.0 FT.7.0 FT.6.0 FT.5.0 FT.4.0 FT.3.0 FT.

10.0 FT.9.2 FT.8.4 FT.7.5 FT.6.7 FT.5.8 FT.

3.3 FT.2.5 FT.

12.0 FT.11.0 FT.10.0 FT.9.0 FT.8.0 FT.7.0 FT.6.0 FT.5.0 FT.4.0 FT.3.0 FT.1 : 12

12"11"10"9"

7"6"5"4"3"

SIDE FLAREDIMENSION ATCURB (1 : 12)

SIDE FLAREDIMENSION ATCURB (1 : 10)

NOMINAL RAMPLENGTH(1 : 12)

MAX. RAMP SLOPE

RISE OF RAMP

CURB RAMP DIMENSIONS NEW CONSTRUCTION

TABLE A

SIDEWALK AREA

CURB

DEPRESSEDCURB

COMPACTED SUBGRADE(REFER TO GEOTECH REPORT)

COMPACTED SUBGRADE(REFER TO GEOTECH REPORT)

2'-0"2'-6"

2'-0" 6'-0"

(2) U-SHAPED BIKE RACKS

2''-0"

U-SHAPED BIKE RACK DETAILNTS

12" X 14" REBAR ANCHORSTHROUGH PIPE BOTH WAYS

1/2"4"

12"12"

18"

18"

5'-5"

8'-6"

2'-4"

6"

6"

7'-0"

MIN

A B

4'-0"

HANDICAPPED PARKING SIGNAGE DETAILNTS

SIGN AGALVANIZED NUTS &BOLTS TYP.SIGN B

METAL SIGN POST

4" STEEL PIPE BOLLARD FILLED WITHNON SHRINK GROUT (WHEN INFRONT OF PARKING SPACE) PAINTEDTRAFFIC YELLOW

SLOPE CONCRETE AWAYFROM POSTSIDEWALK FINISHED GRADE

12" DIA. CONCRETE FOOTING

COMPACTED SUBSOIL

8'-0"

6'-6"9" 9"

10"

5"

TWO 7'-8" LONG#4 REINFORCING BARS

30" LONG#6 REINFORCING BAR

7/8" DIA. HOLES FOR #6REINFORCING BAR (ANCHOR PIN)

TWO 7'-8" LONG#4 REINFORCING BARS

6"

3"

14"MIN.

10"

3" @ 45° (BOTH SIDES)

2"2"

EXISTING PAVEMENTRESURFACING 2

1#4 REINFORCING BARS (TYP.)

14" IS THE NORMAL SETBACK DISTANCE FROM A PAVEMENTEDGE.

IN A REMOVED AND RESET OPERATION, THE BLOCK WOULDGO ONNEW OR RESURFACED PAVEMENT. HOWEVER, IT MAY BENECESSARYON SOME PROJECTS TO PLACE NEW BLOCKS ON EXISTINGPAVEMENT.

1

2

ANCHOR PIN

PLAN

ELEVATIONSECTION

LEGEND:

1. ALL MATERIALS USED TO MANUFACTURE THE CONCRETE PARKING BLOCK SHALL BE IN ACCORDANCEWITH CMS 604.

2. THE MATERIAL REQUIREMENTS FOR THE ANCHOR PIN SHALL BE IN ACCORDANCE WITH CMS 509.02.

3. ALL #4 REINFORCING BARS SHALL BE EPOXY COATED AS PER CMS 509.

4. REINFORCING STEEL SHALL BE PLACED 2" CLEAR (MINIMUM) FROM THE SURFACE OF THE CONCRETE.

5. PAVEMENT WILL BE MADE AS ITEM SPECIAL, CONCRETE PARKING BLOCK, EACH AND INCLUDESREINFORCING STEEL AND ANCHOR PINS.

NOTES:

NTSBUMPER BLOCK DETAIL

6"

NOTE:1. ALL CONCRETE CURBS TO BE F'C 4000 P.S.I. CONCRETE AT 28 DAYS.

2. CURB EXPANSION JOINT SPACING IS 10"-0" MAXIMUM. FILL WITH 12" PREFORMED EXPANSION JOINTRECESSED 12 INCH BELOW TOP OF CURB.

3. MAXIMUM HEIGHT OF CURB TO PAVING IS 6".

6"

18"

1" R1" R

STRAIGHT CURB DETAILNTS

TOPSOIL PAVEMENT SEALER 4" WIDE

BITUMINOUS CONCRETEWEARING COURSE

BITUMINOUS CONCRETEBINDER COURSE

COMPACTED SUBBASE

COMPACTED SUBGRADE

CAST IN PLACECONCRETE CURB

#3 REBARS

8"4"

2"

18"

6"

6"

XXX X

1/8" PER FOOT

NOTE:1. ALL CONCRETE CURBS TO BE F'C 4000 P.S.I. CONCRETE AT 28 DAYS

2. CURB EXPANSION JOINTS TO MATCH SIDEWALK EXPANSION JOINT SPACING

1" R

INTEGRAL CURB & SIDEWALK DETAILNTS

PAVEMENT SEALER (MIN 4" WIDE)

BITUMINOUS CONCRETEWEARING COURSE

BITUMINOUS CONCRETEBINDER COURSE

TROWELED JOINT

CONCRETE SIDEWALK

COMPACTED SUBBASE

#3 REBARSCONCRETE CURB

COMPACTED SUBGRADE

COMPACTED SUBBASE

6 x 6 x W1.2 x W1.2 WWM

SERVICE BELL

SERVICE BELL HOSEFASTENED TIGHT TOWALL AS REQUIRED

1 1/2" DIAM. PVCSLEEVE TO REST ONTOP OF PREFAB CONC.PLANKS

EXTEND/SWEEP SLEEVETHRU CONC. TOPPING ANDTURN UP INSIDE FACE OFWALL AS REQ'D.

SLEEVE AND HOSE TO OUTLET ABOVEASPHALT PAVEMENT. PACK OPENINGWITH SEALANT

3.00'ENSURE MAXIMUM CONCRETECOVERAGE OVER PVC SLEEVE

REFER TO WALL SECTION/ELEVATIONSFOR EXTERIOR FINISHES

NOTE! G.C. TO VERIFY FINAL PVCOUTLET LOCATION WITH VIOCCONSTRUCTION MANAGER

SERVICE BELL DETAILNTS

ADA PARKING SYMBOL DETAILNTS

LOCATE AT EDGE OF PARKINGSPACE UNLESS ACCOMPANIED

BY "VAN" LETTERING

2.5'R

LC

6"(TYP.)

6.5'

7.0'

PER PLAN

6"

2"BOTTOM OF CURB

GUTTER LINE

TOP OF CURB

CURB TAPERNTS

C7.0

CONSTRUCTION DETAILS

BABAS NOTED

Date

Drawing No.

Project No.

Scale

Checked

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Drawing Title

2020 CESO, INCc

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CONS

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TION

DET

AILS

.DW

G - 3

/6/20

20 9:

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ONWEALTH OF VIRGINIA

PR

OFESSIONAL ENGIN

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FRESHNERLic. No. 0402060785

ZACHARY DAVID

M

D

S

D

S

D

S

D

S

D

S

E

VIOCGANDER DRIVE

A = 2,080 SF; H = 28'-11"

W

W

STM

STM

STM

STM

STM

STM

STM

STM UG

T

UGT

UGT

UGT

UGT

UGT

UGT

UGT

W

W

W

W

W

W

W

W

W

EWNBMH: 10

EWNBMH: 10

EWNBMH: 10

EWNBMH: 12

D1C4MH: 20

SD2_BSMH: 20

SC5MH: 20

0.1

0.1

0.1

0.2

0.2

0.2

0.2

0.2

0.1

0.1

0.1

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.2

0.3

0.4

0.5

0.6

0.6

0.6

0.6

0.6

0.6

0.7

0.9

0.9

0.9

0.5

0.4

0.3

0.2

0.2

0.1

1.7 2.0 1.0

0.9 1.3 2.2 2.9 2.8

1.3 1.5 1.5 1.6 2.4 4.3 6.3 2.4

0.9 2.2 4.2 4.4 2.6 2.1 2.3 4.5 6.8

0.6 1.2 1.1 3.8 2.8 5.3 4.3 1.3

0.5 1.0 2.3 2.7 2.4 3.1 2.8 1.6

0.2 0.6 1.2 5.1 2.4 2.1 2.4 2.5 1.6 0.8

0.5 1.2 2.2 2.1 1.7 1.6 1.2 0.8

0.5 1.0 1.7 2.5 3.6 2.8 1.9 1.5 1.2 0.8 0.6

0.6 1.0 1.6 2.1 2.4 5.5 1.5 1.3 1.1 0.8

0.9 1.9 2.1 2.0 1.9 1.5 0.9 1.0 0.5

1.0 2.0 2.2 2.4 2.7 1.4 3.2 1.2 1.0 1.0 0.6

2.0 2.2 1.8 1.9 1.8 1.4 1.7 1.6 1.6 1.4 1.1 0.9

1.8 1.8 2.5 2.4 2.3 1.5 1.2 1.3 1.3 1.2 1.0

1.9 2.3 2.1 1.9 2.1 1.2 0.9 0.9 1.0

1.6 2.0 2.0 1.9 1.4 0.9

1.1 1.2 1.1

4.8 3.7 2.3

0.9 5.3 4.4

3.5

2.5

2.4 2.3

5.1 2.2

2.3 4.3 5.7

2.0

PROPOSED VALVOLINEGROUND LEASE-LINE

OVERALL PARCEL BOUNDARY

PROPOSED VALVOLINEGROUND LEASE-LINE

OVERALL PARCEL BOUNDARY

Luminaire ScheduleSymbol Qty Label Arrangement Total Lamp Lumens LLF Description Lum. Watts

4 EWNB SINGLE N.A. 1.000 1-EWNB0A47301NBLCKD 44

1 SC5 SINGLE N.A. 0.855 1-EALP012C5SM750NDD1BLCKF 671 SD2_BS SINGLE N.A. 1.000 1-EALP012D2AN750NDD1BLCKF WITH ELS-EAL-ABL-BLCK 93

Calculation SummaryLabel CalcType Units Avg Max Min Avg/Min Max/MinHoriz Spill @ Prop Line Illuminance Fc 0.14 0.9 0.0 N.A. N.A.Pavement Area Illuminance Fc 1.88 6.8 0.2 9.40 34.00Sidewalk Area Illuminance Fc 3.36 5.7 0.9 3.73 6.33

1 D1C4 BACK-BACK N.A. 1.000 2-EALP012C4AF750NDD1BLCKF 73

0

GRAPHIC SCALE (IN FEET)

20 20 40

C8.0

PHOTOMETRIC PLAN

BABAS NOTED

Date

Drawing No.

Project No.

Scale

Checked

Drawn

Drawing Title

2020 CESO, INCc

Da

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No

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757280

03.06.20

02.24.20

OW

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/6/20

20 9:

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COM

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ONWEALTH OF VIRGINIA

PR

OFESSIONAL ENGIN

EER

FRESHNERLic. No. 0402060785

ZACHARY DAVID

FORTY-EIGHT (48) HOURS BEFORE DIGGING ISTO COMMENCE, THE CONTRACTORS SHALLNOTIFY THE FOLLOWING AGENCIES: VIRGINIAONE CALL AT 811 OR (800) 552-7001 AND ALLOTHER AGENCIES WHICH MIGHT HAVEUNDERGROUND UTILITIES INVOLVING THISPROJECT AND ARE NONMEMBERS OF VIRGINIAONE CALL.

POLE MOUNTED FIXTURES AT HEIGHT OF 20FT ABOVE FINISHED GRADE

NOTE:THE PARCEL BOUNDARY LINE IS TREATED AS THE OVERALLPROPERTY BOUNDARY IN WHICH FOOT-CANDLES CANNOTEXCEED 0.5 F.C. WHEN ADJACENT TO A PUBLIC ROAD.THIS REQUIREMENT IS MET, AS SHOWN.

SCALE:

2

EXTERIOR ELEVATION

OVERALL FRONT

1/4" = 1'-0"

OPEN

T.O. TOWER

+/-28'-11" A.F.F.

B.O. SOFFIT

+/-23'-4" A.F.F.

B.O. SOFFIT

+/-13'-5" A.F.F.

T.O. SILL

+4'-0" A.F.F.

T.O. SLAB

0'-0" A.F.F.

CONT. RIDGE VENT

E.I.F.S. 1 (TYP.)

LOGO SIGN (600)

E.I.F.S. SILL

ALUM. GUTTER,

FASCIA & D.S. (TYP.)

METAL AWNING

SNOW GUARDS

PROVIDE 6" TALL

VINYL ADDRESS

NUMBERS AS REQ'D

LED SIGN (602)

BRICK WAINSCOT

ALUM. STOREFRONT

ASPHALT SHINGLES

(SEE EXT. FINISH NOTES

AND ROOF PLAN)

SECURITY CAMERA.

SEE SECURITY PLAN

E.I.F.S. 1 (TYP.)

EQ

.E

Q.

1

A3.1

NOTE: CENTER SIGN ON ROOF

PEAK & AWNING BELOW. FIELD

VERIFY ALL CONDITIONS

RIDGE HEIGHT

+/-22'-7" A.F.F.

BRICK WAINSCOT

B.O. SOFFIT

+/-13'-5" A.F.F.

T.O. SLAB

0'-0" A.F.F.

ALUM. GUTTER, FASCIA

& DOWNSPOUTS

T.O. SILL

+4'-0" A.F.F.

CONT. PRECAST

CONC. SILL

10

'-6

"

@ E

NT

RY

11

'-6

"

@ E

NT

RY

E.I.F.S. 1 (TYP.)

WALL MOUNTED

LIGHT (TYP.)

13

'-0

" T

YP

.

CA

ME

RA

H

T.

1'-8"

SCALE:

1

EXTERIOR ELEVATION

OVERALL RIGHT

1/4" = 1'-0"

7'-1

0"

(T

YP

.)

2

A3.1

10

'-4

"

(T

YP

.)

M

A6.1

B.O. SOFFIT

+/-13'-5" A.F.F.

T.O. SLAB

0'-0" A.F.F.

T.O. SILL

+4'-0" A.F.F.

T.O. TOWER

+/-28'-11" A.F.F.

B.O. SOFFIT

+/-23'-4" A.F.F.

B.O. SOFFIT

+/-13'-5" A.F.F.

T.O. SILL

+4'-0" A.F.F.

T.O. SLAB

0'-0" A.F.F.

EQ

.E

Q.

OPEN

CONT. PRECAST

CONC. SILL

SECURITY CAMERA.

(SEE SECURITY PLAN)

E.I.F.S. 1 (TYP.)

BRICK WAINSCOT

ALUM. GUTTER,

FASCIA & D.S. (TYP.)

EXHAUST VENT CAP

(SEE MECHANICAL)

VTR - VERIFY QUANITY &

LOCATIONS (SEE PLUMBING)

ACCESS PANEL, CONT. SEALANT

AROUND ENTIRE FRAME WHERE

FLANGE MEETS MASONRY

SNOW GUARDS

E.I.F.S 1 SILL

E.I.F.S. 1 (TYP.)

METAL AWNING

BRICK WAINSCOT

E.I.F.S. 1 (TYP.)

NOTE: CENTER SIGN ON

ROOF PEAK & AWNING

BELOW. FIELD VERIFY

ALL CONDITIONS

WALL MOUNTED

LIGHT (TYP.)LED SIGN (602)

LOGO SIGN (600)

13

'-0

" T

YP

.

CA

ME

RA

H

T.

1'-8"

HOSE BIB

REF PLUMBING

4. ALL FLASHING, RIDGE CAPS, DRIP EDGE ETC. SHALL MATCH

GUTTER & DOWNSPOUT MANUFACTURER'S STANDARD DETAILS.

PROVIDE VENTED RIDGE CAP WHERE SHOWN.

5. EXHAUST FAN, VTRS & SIMILAR ITEMS ON ROOF SHALL BE

PAINTED TO MATCH ROOF.

1. EIFS SHALL BE DRYVIT, CLASS PB DRAINAGE SYSTEM WITH FLUID

APPLIED WATER RESISTIVE BARRIER BEHIND INSULATION BOARD.

2. SIGNAGE SHOWN ON THESE ELEVATIONS IS FOR GENERAL

REFERENCE PURPOSES ONLY. ALL SIGNAGE SHALL BE APPLIED

FOR & PERMITTED UNDER A SEPARATE SIGNAGE SUBMITTAL.

3. G.C. SHALL PROVIDE BLOCKING IN STUD WALL BEHIND EACH SIGN

AS REQUIRED BY SIGN VENDOR - FIELD VERIFY REQUIREMENTS W/

VENDOR & OWNER'S REPRESENTATIVE.

NUMBER

600

DESCRIPTION SIZE ILLUMINATEDQUANTITY

LOGO SIGN 7'-8" X 5'-11" (45 S.F.) INTERNALLY

601 LANE INDICATOR SIGN 10'-0" X 1'-4" (13.33 S.F.) NO

602 OPEN SIGN 2'-7 1/2" X 11 1/2" (2.52 S.F.) INTERNALLY

603 MONUMENT SIGN 6'-6" X 6'-9" (44 S.F.) INTERNALLY

604 LOGO SIGN 4'-11" X 6'-5" (31 S.F.) INTERNALLY

PER LOCAL AND DEVELOPMENTAL RESTRICTIONS

2

3

2

1

1

PROVIDED BY OWNER, INSTALLED BY G.C.

PROVIDED BY OWNER, INSTALLED BY SIGN CONTRACTOR

PROVIDED BY OWNER, INSTALLED BY SIGN CONTRACTOR

EXTERIOR INSULATED DRYVIT (SANDPEBBLE FINE)

FINISH SYSTEM : COLOR: E.I.F.S. 1 = #113 AMARILLO WHITE

ROOF SHINGLES: OWENS CORNING DURATION SERIES "DRIFTWOOD"

PRECAST SILL: CUSTOM CAST STONE - "LIGHT BUFF" (REFER TO SILL PROFILE)

MORTAR: LEHIGH - "LIGHT BEIGE"

MASONRY SEALER: ALL MASONRY SURFACES SHALL BE TREATED W/SEALER

REFER TO SPECIFICATIONS.

STANDING SEAM FIRESTONE UNA-CLAD KYNAR 500 / HYLAR METAL 5000

AWNING: FLUOROCARBON STEEL "CHAMPAGNE METALLIC"

UNDERSIDE & FRAME TO BE PAINTED SW 6152 "SUPERIOR BRONZE"

BRICK WAINSCOT: BELDEN - "MODULAR MIDLAND BLEND A"

(GRADE TO PRECAST SILL)

GUTTER, DOWNSPOUTS, BERRIDGE - "SIERRA TAN"

FASCIA & EXPOSED TRIM:

STOREFRONT SYSTEM: 2x4 1/2" KAWNEER TRIFAB VG 451T SERIES CLEAR ANODIZED

ALUMINUM STOREFRONT SYSTEM W/1" INSULATED GLAZING.

H.M. DOORS & FRAMES: FIELD PAINT w/SHERWIN-WILLIAMS B66-310 PRO-CYRL

PRIMER FOLLOWED BY (2) FINISH COATS OF B66-300

SHER-CYRL HPA. COLOR SHALL BE SW-7515 "HOMESTEAD

BROWN". PROVIDE MOCK-UP AND VERIFY COLOR W/OWNER.

O.H. DOOR FINISH: CLEAR ANODIZED ALUMINUM

PARKING LOT STRIPING: SHERWIN-WILLIAMS #TM226 SETFAST TM PAINT.

COLOR SHALL BE "WHITE".

HANDICAP STALL STRIPING: SHERWIN-WILLIAMS #TM2133 SETFAST TM PAINT.

COLOR SHALL BE "ADA BLUE".

MISC. ROOF VENTS, PAINT TO MATCH SW7046 "ANONYMOUS"

FANS, ETC.

Date

Drawing No.

Project No.

Scale

Checked

Drawn

Drawing Title

2020 CESO, INCc

Da

te

No

.R

evisio

ns/S

ub

missio

ns

ELM

VA

LV

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IN

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A 2

29

01

757280-01

02.19.20

OW

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IE

W02.19.20

175 MONTROSE WEST AVE., SUITE 400, AKRON, OH 44321

PHONE: (330) 665-0660 FAX: (888) 208-4826

PE

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03.09.20

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levations, 3/6/2020 11:32:58

AM

, R

IC

HA

RD

CESO

AS NOTED

A-3a

EXTERIOR

ELEVATIONS

RADIANT HEATER VENT -

SEE MECHANICAL DRAWINGS

(FIELD VERIFY LOCATIONS)

CONT. PRECAST

CONC. SILL

PROTECTION BOLLARDS ENCROACH ON

DOORS BY 1" (TYP.) - SEE DETAIL 6/A10

WALL MOUNTED

LIGHT

LOGO SIGN (604)

CENTER ON TOWER

7'-1

0"

(T

YP

.)

SCALE:

4

EXTERIOR ELEVATION

OVERALL REAR

1/4" = 1'-0"

CONT. RIDGE VENT

ASPHALT SHINGLES

(SEE EXT. FINISH NOTES

AND ROOF PLAN)

LANE INDICATOR

SIGNS (601) TYP.

E.I.F.S. 1 (TYP.)

RIDGE HEIGHT

+/-22'-7" A.F.F.

BRICK WAINSCOT

B.O. SOFFIT

+/-13'-5" A.F.F.

T.O. SLAB

0'-0" A.F.F.

T.O. SILL

+4'-0" A.F.F.

VTR - VERIFY QUANITY &

LOCATIONS (SEE PLUMBING)

ALUM. GUTTER,

FASCIA & D.S. (TYP.)

SECURITY CAMERA.

SEE SECURITY PLAN

WALL MOUNTED

LIGHTS

7'-6

" T

O

B.O

. S

IG

N

HVAC/ELECT. EQUIP. SHOWN

FOR REFERENCE ONLY

RAKE FLASHING

@ WALL BEYOND

T.O. TOWER

+/-28'-11" A.F.F.

B.O. SOFFIT

+/-23'-4" A.F.F.

B.O. SOFFIT

+/-13'-5" A.F.F.

T.O. SILL

+4'-0" A.F.F.

T.O. SLAB

0'-0" A.F.F.

E.I.F.S. 1 (TYP.)

ALUM. GUTTER,

FASCIA & D.S. (TYP.)

METAL AWNING

SNOW GUARDS

SECURITY CAMERA

(SEE SECURITY PLAN)

BRICK WAINSCOT

E.I.F.S. 1 (TYP.)

10

'-4

"

(T

YP

.)

13

'-0

" T

YP

.

CA

ME

RA

H

T.

1'-8" 1'-8"1'-8"

4

A3.1

EXHAUST VENT CAP

(SEE MECHANICAL)

SCALE:

3

EXTERIOR ELEVATION

OVERALL LEFT

1/4" = 1'-0"

T.O. TOWER

+/-28'-11" A.F.F.

B.O. SOFFIT

+/-23'-4" A.F.F.

B.O. SOFFIT

+/-13'-5" A.F.F.

T.O. SILL

+4'-0" A.F.F.

T.O. SLAB

0'-0" A.F.F.

SNOW GUARDS

RIDGE HEIGHT

+/-22'-7" A.F.F.

B.O. SOFFIT

+/-13'-5" A.F.F.

T.O. SLAB

0'-0" A.F.F.

T.O. SILL

+4'-0" A.F.F.

ACCESS PANEL, CONT. SEALANT AROUND ENTIRE

FRAME WHERE FLANGE MEETS MASONRY

E.I.F.S. 1 (TYP.)

METAL AWNING

BRICK WAINSCOT

E.I.F.S. 1 (TYP.)

BRICK WAINSCOT

E.I.F.S. 1 (TYP.)

3

A3.1

ALUM. GUTTER,

FASCIA & D.S. (TYP.)

CONT. PRECAST

CONC. SILL

RAKE FLASHING

@ WALL BEYOND

EXHAUST VENT CAP

(SEE MECHANICAL)

VTR - VERIFY QUANITY

& LOCATIONS

(SEE PLUMBING)

SECURITY CAMERA.

SEE SECURITY PLAN

13

'-0

" T

YP

.

CA

ME

RA

H

T.

1'-8"

HOSE BIB

REF PLUMBING

GAS METER

REF PLUMBING

4. ALL FLASHING, RIDGE CAPS, DRIP EDGE ETC. SHALL MATCH

GUTTER & DOWNSPOUT MANUFACTURER'S STANDARD DETAILS.

PROVIDE VENTED RIDGE CAP WHERE SHOWN.

5. EXHAUST FAN, VTRS & SIMILAR ITEMS ON ROOF SHALL BE

PAINTED TO MATCH ROOF.

1. EIFS SHALL BE DRYVIT, CLASS PB DRAINAGE SYSTEM WITH FLUID

APPLIED WATER RESISTIVE BARRIER BEHIND INSULATION BOARD.

2. SIGNAGE SHOWN ON THESE ELEVATIONS IS FOR GENERAL

REFERENCE PURPOSES ONLY. ALL SIGNAGE SHALL BE APPLIED

FOR & PERMITTED UNDER A SEPARATE SIGNAGE SUBMITTAL.

3. G.C. SHALL PROVIDE BLOCKING IN STUD WALL BEHIND EACH SIGN

AS REQUIRED BY SIGN VENDOR - FIELD VERIFY REQUIREMENTS W/

VENDOR & OWNER'S REPRESENTATIVE.

NUMBER

600

DESCRIPTION SIZE ILLUMINATEDQUANTITY

LOGO SIGN 7'-8" X 5'-11" (45 S.F.) INTERNALLY

601 LANE INDICATOR SIGN 10'-0" X 1'-4" (13.33 S.F.) NO

602 OPEN SIGN 2'-7 1/2" X 11 1/2" (2.52 S.F.) INTERNALLY

603 MONUMENT SIGN 6'-6" X 6'-9" (44 S.F.) INTERNALLY

604 LOGO SIGN 4'-11" X 6'-5" (31 S.F.) INTERNALLY

PER LOCAL AND DEVELOPMENTAL RESTRICTIONS

2

3

2

1

1

PROVIDED BY OWNER, INSTALLED BY G.C.

PROVIDED BY OWNER, INSTALLED BY SIGN CONTRACTOR

PROVIDED BY OWNER, INSTALLED BY SIGN CONTRACTOR

EXTERIOR INSULATED DRYVIT (SANDPEBBLE FINE)

FINISH SYSTEM : COLOR: E.I.F.S. 1 = #113 AMARILLO WHITE

ROOF SHINGLES: OWENS CORNING DURATION SERIES "DRIFTWOOD"

PRECAST SILL: CUSTOM CAST STONE - "LIGHT BUFF" (REFER TO SILL PROFILE)

MORTAR: LEHIGH - "LIGHT BEIGE"

MASONRY SEALER: ALL MASONRY SURFACES SHALL BE TREATED W/SEALER

REFER TO SPECIFICATIONS.

STANDING SEAM FIRESTONE UNA-CLAD KYNAR 500 / HYLAR METAL 5000

AWNING: FLUOROCARBON STEEL "CHAMPAGNE METALLIC"

UNDERSIDE & FRAME TO BE PAINTED SW 6152 "SUPERIOR BRONZE"

BRICK WAINSCOT: BELDEN - "MODULAR MIDLAND BLEND A"

(GRADE TO PRECAST SILL)

GUTTER, DOWNSPOUTS, BERRIDGE - "SIERRA TAN"

FASCIA & EXPOSED TRIM:

STOREFRONT SYSTEM: 2x4 1/2" KAWNEER TRIFAB VG 451T SERIES CLEAR ANODIZED

ALUMINUM STOREFRONT SYSTEM W/1" INSULATED GLAZING.

H.M. DOORS & FRAMES: FIELD PAINT w/SHERWIN-WILLIAMS B66-310 PRO-CYRL

PRIMER FOLLOWED BY (2) FINISH COATS OF B66-300

SHER-CYRL HPA. COLOR SHALL BE SW-7515 "HOMESTEAD

BROWN". PROVIDE MOCK-UP AND VERIFY COLOR W/OWNER.

O.H. DOOR FINISH: CLEAR ANODIZED ALUMINUM

PARKING LOT STRIPING: SHERWIN-WILLIAMS #TM226 SETFAST TM PAINT.

COLOR SHALL BE "WHITE".

HANDICAP STALL STRIPING: SHERWIN-WILLIAMS #TM2133 SETFAST TM PAINT.

COLOR SHALL BE "ADA BLUE".

MISC. ROOF VENTS, PAINT TO MATCH SW7046 "ANONYMOUS"

FANS, ETC.

Date

Drawing No.

Project No.

Scale

Checked

Drawn

Drawing Title

2020 CESO, INCc

Da

te

No

.R

evisio

ns/S

ub

missio

ns

ELM

VA

LV

OL

IN

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A 2

29

01

757280-01

02.19.20

OW

NE

R R

EV

IE

W02.19.20

175 MONTROSE WEST AVE., SUITE 400, AKRON, OH 44321

PHONE: (330) 665-0660 FAX: (888) 208-4826

PE

RM

IT

S

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03.09.20

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3 E

xterior E

levations, 3/6/2020 11:33:16

AM

, R

IC

HA

RD

CESO

AS NOTED

A-3b

EXTERIOR

ELEVATIONS

17'-4"

7'-0

"

4

A-10

6'-6

"5

"

8'-3" 8'-3"

1"

5" STEEL GATE POST

(SEE DTL. 2/A-10)

CONT. STONE WAINSCOT

SILL TO MATCH BUILDING

PRECAST CONC. TOP CAP

5

A-10

EIFS TO MATCH BLDG.

(ABOVE WAINSCOT)

BRICK WAINSCOT TO

MATCH BLDG. (TYP.)

NOTE: ALL EXTERIOR TRASH ENCLOSURE

STEEL SHALL BE GALVANIZED

18'-0"

1'-0"

10'-4"

11'-4"

9"

2'-0"1'-0"

8'-0" 4'-0" 2'-0"1'-0"

RECYCLE BINDUMPSTER

1/4"/ FT.

SLO

PE

#6 REBARS AT EACH

END, EACH CORNER

& AT 24" O.C.

6" DIA. PIPE BOLLARD -

SEE DTL. 6/A-10

6" CONC. SLAB W/

6"x6"W2.9XW2.9WWF

ON COMPACTED 6"

CRUSHED STONE

1/2" EXP. JOINT W/

URETHANE SEALANT

CONC. APRON TO MATCH

PAD CONSTRUCTION. SEE

CIVIL DWG'S FOR PAD

DIMENSIONS

5" CONC. FILLED GATE

POST. SEE 1/A-10

GATE TO SWING 180

DEGREES

DRILL HOLES IN CONC/

PAVEMENT FOR CANE

BOLTS. HOLES SHALL BE

PLACED TO HOLD GATES

IN CLOSED POSITION

AND AN OPEN POSITION

OF 90 DEGREES

TYP. AT ALL GATES

5

A-10

8

A-10

4

A-10

1

A-10

9

A-10

EXTERIOR VENEER TO

MATCH BLDG.

EXTERIOR VENEER RETURN

TO MATCH BLDG.

8"

2'-8"

4'-0"

6'-8"

3'-0"

LIN

E O

F FO

OTER

8"

1

A-10

8

A-10

±5"

V.I.F.

6"

5'-6"

6"

2

A-10

3

A-10

TOP OF PAVEMENT

EQ

UA

LEQ

UA

L

3'-0"

TYP.

1'-0"

36"

10"

6" ∅ PIPE BOLLARD - SEE DTL. 6/A-10.

PRECAST CONC. TOP CAP

#6 DOWELS @ EA.

VERT. REINFORCED

CELL

#4'S @ 12" O.C.

CONC. FOOTING W/ 4-#5'S CONT. T&B

12" CMU - GROUT ALL CELLS SOLID

BELOW GRADE

8" CMU WALL W/ HORIZ. JOINT REINF.

AT 16" O.C. VERT. AND #6 BARS AT

ENDS, CORNERS & 2'-0" O.C. BTWN.

GROUT BLOCK SOLID AT REINF. SEE

PLAN FOR LOCATIONS.

CONT. 8" BOND COURSE W/ (1) #5 BAR

- GROUT SOLID

6" CONC. SLAB W/ 6x6 W2.9xW2.9 WWF

ON COMPACTED 6" CRUSHED STONE

1/2" EXPANSION JOINT W/ URETHANE

SEALANT

DOME TOP OF CONC.

FOOTING (1")

HINGE SEE DETAIL 7/A-10

5"∅ SCHEDULE 40 PIPE. SEE DTL.

6/A-10 FOR SIMILAR CONSTRUCTION

GATE SEE DTL 2/A-10

NOTE: UPPER MOST COLLAR MAY BE

DELETED SO THAT GATE IS REMOVABLE

IN FUTURE. VERIFY WITH OWNER.

HINGE SEE DETAIL 7/A-10

5" STEEL GATE POST - SEE DTL 2/A-10

DOME CONC. TOP

LINE OF TOP CAP BEYOND

SEALANT AND BACKER ROD

3/16"x2" STL. FLAT BAR

BRACES WELDED TO

FRAME

2"x2"x3/16" TS

HORIZONTAL

RAIL

2"x2"x3/16" TS FRAME

3"x1/8" STL. STRIP CLOSURE

PLATE. CORRUGATED DECK

NOT SHOWN. SEE 3/A10

3"x1/8" STL. STRIP CLOSURE

PLATE. CORRUGATED DECK

NOT SHOWN. SEE 3/A10

3"x1/8" STL. STRIP CLOSURE

PLATE. CORRUGATED DECK

NOT SHOWN. SEE 3/A10

3 1/2" THICK EIFS TO

MATCH BLDG. (ABOVE

WAINSCOT)

BRICK WAINSCOT TO

MATCH BLDG. (TYP.)

1/2" EXTERIOR

GRADE SHEATHING

FLASHING AND

DRAINAGE PER EIFS

MANUFACTURERS

REQUIREMENTS

CONT. STONE

WAINSCOT SILL TO

MATCH BUILDING

6'-6"

FO

OTIN

G D

EP

TH

(TYP

.)

1'-6" ∅FOOTING

3'-0"

PO

ST D

EP

TH

(TYP

.)

STL. POST & FOUNDATION (TYP.)

DOME TOP OF CONCRETE

FOOTING (1")

3'-6"

2'-0" @

D

UM

PSTER

EN

CLO

SU

RE

6'' DIA. X GALVANIZED

STEEL PIPE, SOLID IN

CONCRETE. PRIME &

PAINT VALVOLINE RED.

ROUND OVER TOP OF

CONCRETE

UNDISTURBED

OR COMPACTED

SUBGRADE

8'' COARSE STONE,

HAND COMPACTED

18'' DIAMETER, 4000

PSI, AIR ENTRAINED

CONCRETE BASE

3'-6'' OF PIPE BELOW

GRADE CENTER IN

CONCRETE

PAVEMENT AS

NOTED ON

CIVIL DRAWINGS

& DETAILS

6

A-10

BOLLARD DETAIL

SCALE: 1" = 1' - 0"

3'-6''

3'-3" @

D

UM

PSTER

EN

CLO

SU

RE

1

A-10

CMU

8

A-10

NOTE:

GATES SHALL BE EQUIPPED WITH DROP (CANE) BOLTS, HEAVY DUTY HINGES AND

LATCHES (WITH PADLOCK) DRILL HOLES 2" DEEP IN CONC. / PAVING TO ALLOW

DROP BOLTS TO HOLD GATES IN CLOSED POSITION AND AT AN OPEN POSITION

OF 90°. POSITION VERTICAL HOLD TO KEEP CANE BOLTS FROM DRAGGING CONC.

BRICK

3

A-10

GATE SECTION

SCALE: 3" = 1' - 0"

1 1/2" x 22 GA. GALV.

STL. B DECK

3"x 1/8" STL. PLATE DECK

CLOSURE WELDED TO

FRAME ON THREE SIDES

(SEE ELEV.)

2"x 3/16" STL. PLATE

DIAGONAL STRAP BRACING

(SEE ELEVS.)

2"x 2"x 3/16" TS FRAME (TYP.

OF 3 - SEE ELEV.)

TOP/CENTER/BOTTOM

FRAME

7

A-10

HINGE DETAIL

SCALE: 3" = 1' - 0"

GREASE FITTING

2 x 2 x 3/16" TS FRAME

1 1/2" x 22 GA. GALV. B DECK

HINGE SLEEVE

5"∅ CONC. FILLED SCHED. 40 PIPE

6"x2"x1/4" PLATE WELDED TO

HINGE SLEEVE AND GATE FRAME

2 x 3/16" DIAGONAL BRACE

WELDED TO FRAME

3"

6"

6"x2"x1/4" PLATE WELDED TO

HINGE SLEEVE AND GATE FRAME

HINGE SLEEVE

METAL PIPE COLLAR -

FIELD WELD TO POST

GREASE FITTING

GATE FRAME

5"∅ CONC. FILLED SCHED. 40 PIPE

NOTE: (2) HINGES REQUIRED PER

POST (TYP.) SEE DETAIL 2/A-10

PLAN

VIEW

ELEVATION

VIEW

Date

Drawing No.

Project No.

Scale

Checked

Drawn

Drawing Title

2020 CESO, INCc

Da

te

No

.R

evisio

ns/S

ub

missio

ns

ELM

VA

LV

OL

IN

E IN

ST

AN

T O

IL

C

HA

NG

E

GA

ND

ER

D

RIV

E C

HA

RL

OT

TE

SV

IL

LE

, V

A 2

29

01

757280-01

02.19.20

OW

NE

R R

EV

IE

W02.19.20

175 MONTROSE WEST AVE., SUITE 400, AKRON, OH 44321

PHONE: (330) 665-0660 FAX: (888) 208-4826

PE

RM

IT

S

ET

03.09.20

W:\P

RO

JE

CT

S\V

ALV

OLIN

E\757280-C

HA

RLO

TT

ES

VILLE

, V

A (G

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DE

R R

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LD

G\P

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N\D

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RH

-S

TnD

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2020 Q

1\3B

RH

-S

TnD

A

10 D

um

pster E

nclosure, 3/9/2020 1:39:08 P

M, R

IC

HA

RD

CESO

AS NOTED

A-10

DUMPSTER

ENCLOSURE

FIELD PAINT w/SHERWIN-WILLIAMS B66-310 PRO-CYRL

PRIMER FOLLOWED BY (2) FINISH COATS OF B66-300

SHER-CYRL HPA. COLOR SHALL BE "VALVOLINE RED".

FIELD PAINT w/SHERWIN-WILLIAMS B66-310 PRO-CYRL

PRIMER FOLLOWED BY (2) FINISH COATS OF SHERWIN

WILLIAMS 7515 HOMESTEAD BROWN. SEMI-GLOSS DTM

ACRYLIC B66-200.

MATCH BUILDING BRICK

MATCH BUILDING MORTAR

ALL SURFACES SHALL BE TREATED W/ SEALER.

REFER TO SPECIFICATIONS.

REFER ALSO TO "EXTERIOR FINISHES", SHEET A-3.

PRECAST LIMESTONE CAP. COLOR TO MATCH BUILDING

STONE WAINSCOT

BRICK:

MORTAR:

BOLLARDS / GUARD POSTS:

GATES & GATE POSTS:

DUMPSTER EXTERIOR FINISH NOTES

MATCH BUILDING EIFS

COPING:

SEALER:

EIFS:

BRICK